{"id":7799,"date":"2025-03-17T13:51:28","date_gmt":"2025-03-17T12:51:28","guid":{"rendered":"https:\/\/ingenius.ecoledesponts.fr\/?p=7799"},"modified":"2025-07-29T16:23:32","modified_gmt":"2025-07-29T14:23:32","slug":"felix-candela-and-the-heritage-of-the-french-concrete-shell-pioneers","status":"publish","type":"post","link":"https:\/\/ingenius.ecoledesponts.fr\/en\/articles\/felix-candela-and-the-heritage-of-the-french-concrete-shell-pioneers\/","title":{"rendered":"Felix Candela and the heritage of the French concrete shell pioneers"},"content":{"rendered":"\n\n\n<figure class=\"wp-block-image alignwide size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"945\" height=\"571\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1.png\" alt=\"Projet de Hangar a\u00e9rien de Fernand Aimond pour minist\u00e8re de l\u2019air (1934) mettant en \u0153uvre un syst\u00e8me de \u00ab parapluies \u00bb form\u00e9s par une composition de parabolo\u00efdes hyperboliques (Archives ENPC)\" class=\"wp-image-7791\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1.png 945w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1-300x181.png 300w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1-768x464.png 768w\" sizes=\"auto, (max-width: 945px) 100vw, 945px\" \/><figcaption class=\"wp-element-caption\">Fernand Aimon\u2019s aircraft hangar project for the French Air Ministry (1934) using a system of \u201cumbrellas\u201d formed by an arrangement of hyperbolic paraboloids (ENPC archives).<\/figcaption><\/figure>\n\n\n\n<p>Shells are extremely effective technical objects from a mechanical point of view, setting themselves apart with their double-curved geometry (i.e., curvature in two different directions) enabling the bearing of forces exerted on the structure without practically any flexing. This means shells enable the minimal use of material. Their utility has been known since antiquity but reinforced concrete, \u201cthis liquid stone\u201d, caused an architectural revolution by freeing builders of the need to master the art of stone-cutting (stereotomy) and enabling the structure, thanks to reinforcements included in the concrete, to withstand tractive forces.<\/p>\n\n\n\n<p>If F\u00e9lix Candela, a Mexican architect born in Spain (1910-1997) is now world-renowned, it is for the concrete shells that he designed and built in booming 1950s Mexico. His equally economical, effective and elegant building work is a fine example of <em>Structural Art<\/em>, the poetic expression defined by engineer David Billington to refer to the full extent of creativity that can be involved in structural design. To better understand why, this article looks back at the scientific and technical personalities who inspired F\u00e9lix Candela (particularly Fernand Aimond (1902-1984) and Bernard Laffaille (1900-1955), and what sets him apart from his contemporaries: Ren\u00e9 Sarger (1917-1988) and Nicolas Esquillan (1902-1989).<\/p>\n\n\n\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color wp-elements-d7888582e8412f7e4d8958451515b228\">Torroja, Dischinger and Freyssinet: forever first<\/h2>\n\n\n\n<p>The first reinforced concrete shells were works of corporate project engineers who developed technical know-how as well as theoretical tools to understand them. Eduardo Torroja (1899-1961), whose Zarzuella racecourse building site in Madrid Candela visited during his studies, began his career at <em>Hidrocivil<\/em>; Franz Dischinger (1887-1953), the German pioneer of revolving shells was an engineer at <em>Dyckerhoff &amp; Widmann AG<\/em>, and Frenchman Eug\u00e8ne Freyssinet (1879-1962), worked at <em>Limousin et C<sup>ie<\/sup><\/em> where he built large conoid-shaped hangars before inventing prestressed concrete (concrete to which steels bars are added and tensioned, before or after drying to make it stronger), which he spent most of the rest of his career developing.<\/p>\n\n\n\n<p class=\"has-text-align-center has-small-font-size\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 &#8220;Usine de la Compagnie nationale des radiateurs&#8221; at Damarie-les-Lys&nbsp;(Source : L&#8217;Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Archives ENPC)<\/p>\n\n\n\n<figure class=\"wp-block-gallery has-nested-images columns-1 is-cropped wp-block-gallery-1 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"659\" data-id=\"7888\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-int-1024x659.jpg\" alt=\"\" class=\"wp-image-7888\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-int-1024x659.jpg 1024w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-int-300x193.jpg 300w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-int-768x494.jpg 768w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-int.jpg 1413w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"609\" data-id=\"7886\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-ext-1024x609.jpg\" alt=\"\" class=\"wp-image-7886\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-ext-1024x609.jpg 1024w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-ext-300x178.jpg 300w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-ext-768x457.jpg 768w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-ext.jpg 1342w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><figcaption class=\"wp-element-caption\">Exterior view<\/figcaption><\/figure>\n<figcaption class=\"blocks-gallery-caption wp-element-caption\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 &#8220;Usine de la Compagnie nationale des radiateurs&#8221; at Damarie-les-Lys&nbsp;(Source : L&#8217;Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Archives ENPC)<\/figcaption><\/figure>\n\n\n\n<p class=\"has-text-align-center has-small-font-size\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 Railway maintenance workshops at Bagneux&nbsp;(Source : L&#8217;Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Gallica)<\/p>\n\n\n\n<figure class=\"wp-block-gallery has-nested-images columns-1 is-cropped wp-block-gallery-2 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"968\" height=\"426\" data-id=\"7873\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-ext.jpg\" alt=\"\" class=\"wp-image-7873\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-ext.jpg 968w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-ext-300x132.jpg 300w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-ext-768x338.jpg 768w\" sizes=\"auto, (max-width: 968px) 100vw, 968px\" \/><figcaption class=\"wp-element-caption\">Exterior view<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"668\" height=\"893\" data-id=\"7893\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int-2.jpg\" alt=\"\" class=\"wp-image-7893\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int-2.jpg 668w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int-2-224x300.jpg 224w\" sizes=\"auto, (max-width: 668px) 100vw, 668px\" \/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1001\" height=\"737\" data-id=\"7875\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int.jpg\" alt=\"\" class=\"wp-image-7875\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int.jpg 1001w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int-300x221.jpg 300w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int-768x565.jpg 768w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int-260x192.jpg 260w\" sizes=\"auto, (max-width: 1001px) 100vw, 1001px\" \/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n<figcaption class=\"blocks-gallery-caption wp-element-caption\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 Railway maintenance workshops at Bagneux&nbsp;(Source : L&#8217;Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Gallica)<\/figcaption><\/figure>\n\n\n\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color wp-elements-ff4c24f64c25213b5713828bc47e4e9f\">Straight lines for formwork<\/h2>\n\n\n\n<p>The conoids built by Freyssinet form part of a family of surfaces called ruled surfaces. The particularity of these surfaces is that they can be traced by moving a straight line along two curves. This remarkable geometric property is an advantage both to calculate forces in the surface and also in terms of construction in order to build wooden formwork for concrete, as boards can be aligned directly according to the straight lines of the surface.<\/p>\n\n\n\n<p>Of the ruled surfaces, some like hyperbolic paraboloids (HP) and revolving hyperboloids have a particular characteristic: they feature two families of independent straight lines. They were particularly useful, firstly for design engineers who could develop an exact analytical solution for stresses in the shell when computers were still not very powerful and, secondly, for building engineers who could use the first family of straight lines for the structure and the second to set up the formwork.<\/p>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-embed is-type-video is-provider-youtube wp-block-embed-youtube wp-embed-aspect-4-3 wp-has-aspect-ratio\"><div class=\"wp-block-embed__wrapper\">\n<iframe loading=\"lazy\" title=\"Principe de g\u00e9n\u00e9ration de la g\u00e9om\u00e9trie d&#039;un parabolo\u00efde hyperbolique, surface doublement r\u00e9gl\u00e9e\" width=\"1333\" height=\"1000\" src=\"https:\/\/www.youtube.com\/embed\/xRk8haRZxpo?feature=oembed\" frameborder=\"0\" allow=\"accelerometer; autoplay; clipboard-write; encrypted-media; gyroscope; picture-in-picture; web-share\" referrerpolicy=\"strict-origin-when-cross-origin\" allowfullscreen><\/iframe>\n<\/div><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-embed is-type-video is-provider-youtube wp-block-embed-youtube wp-embed-aspect-16-9 wp-has-aspect-ratio\"><div class=\"wp-block-embed__wrapper\">\n<iframe loading=\"lazy\" title=\"Interpr\u00e9tation des propri\u00e9t\u00e9s g\u00e9om\u00e9triques remarquables des parabolo\u00efdes hyperboliques\" width=\"1400\" height=\"788\" src=\"https:\/\/www.youtube.com\/embed\/Ueivyqvp_uo?feature=oembed\" frameborder=\"0\" allow=\"accelerometer; autoplay; clipboard-write; encrypted-media; gyroscope; picture-in-picture; web-share\" referrerpolicy=\"strict-origin-when-cross-origin\" allowfullscreen><\/iframe>\n<\/div><\/figure>\n<\/div>\n<\/div>\n\n\n\n<p>The utility of hyperbolic paraboloids for construction and the first analytical models were developed at the same time by Fernand Aimond and Bernard Laffaille in the mid-1930s, with the first prototypes in 1932 and large-scale hangars over the following years. These hangars formally introduced the first examples of F\u00e9lix Candela\u2019s beloved umbrella.<\/p>\n\n\n\n<figure class=\"wp-block-gallery has-nested-images columns-1 is-cropped wp-block-gallery-3 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"945\" height=\"642\" data-id=\"7795\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-3.png\" alt=\"\" class=\"wp-image-7795\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-3.png 945w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-3-300x204.png 300w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-3-768x522.png 768w\" sizes=\"auto, (max-width: 945px) 100vw, 945px\" \/><figcaption class=\"wp-element-caption\">Excerpt from Fernand Aimond\u2019s treatise (1933) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"580\" height=\"867\" data-id=\"7897\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-0-JENPC00_OUV_4_29649_10307_002_br.jpg\" alt=\"\" class=\"wp-image-7897\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-0-JENPC00_OUV_4_29649_10307_002_br.jpg 580w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-0-JENPC00_OUV_4_29649_10307_002_br-201x300.jpg 201w\" sizes=\"auto, (max-width: 580px) 100vw, 580px\" \/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives). The following documents present a variety of compositions, variations of which would later be found at Candela.<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"545\" height=\"668\" data-id=\"7899\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-1-Parapluie1_br.jpg\" alt=\"\" class=\"wp-image-7899\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-1-Parapluie1_br.jpg 545w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-1-Parapluie1_br-245x300.jpg 245w\" sizes=\"auto, (max-width: 545px) 100vw, 545px\" \/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"525\" height=\"785\" data-id=\"7901\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-2-Parapluie2_br.jpg\" alt=\"\" class=\"wp-image-7901\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-2-Parapluie2_br.jpg 525w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-2-Parapluie2_br-201x300.jpg 201w\" sizes=\"auto, (max-width: 525px) 100vw, 525px\" \/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"537\" height=\"840\" data-id=\"7903\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-3-Deux-pylones_br.jpg\" alt=\"\" class=\"wp-image-7903\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-3-Deux-pylones_br.jpg 537w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-3-Deux-pylones_br-192x300.jpg 192w\" sizes=\"auto, (max-width: 537px) 100vw, 537px\" \/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"570\" height=\"859\" data-id=\"7905\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-4-Trois-pylones_br.jpg\" alt=\"\" class=\"wp-image-7905\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-4-Trois-pylones_br.jpg 570w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-4-Trois-pylones_br-199x300.jpg 199w\" sizes=\"auto, (max-width: 570px) 100vw, 570px\" \/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"607\" height=\"694\" data-id=\"7907\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-5-Parapluie3_br.jpg\" alt=\"\" class=\"wp-image-7907\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-5-Parapluie3_br.jpg 607w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-5-Parapluie3_br-262x300.jpg 262w\" sizes=\"auto, (max-width: 607px) 100vw, 607px\" \/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"585\" height=\"760\" data-id=\"7909\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-6-Shed_br.jpg\" alt=\"\" class=\"wp-image-7909\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-6-Shed_br.jpg 585w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-6-Shed_br-231x300.jpg 231w\" sizes=\"auto, (max-width: 585px) 100vw, 585px\" \/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"599\" height=\"796\" data-id=\"7911\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-7-Fondations_br.jpg\" alt=\"\" class=\"wp-image-7911\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-7-Fondations_br.jpg 599w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-7-Fondations_br-226x300.jpg 226w\" sizes=\"auto, (max-width: 599px) 100vw, 599px\" \/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n<\/figure>\n\n\n\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color wp-elements-a5d66c1ff722d369031d3b397d85fcf1\">Engineering art and performance<\/h2>\n\n\n\n<p>F\u00e9lix Candela, like his predecessors, worked at a family-run construction firm <em>Cubiertas ala<\/em>, which enabled him to experiment and develop technical knowledge for formwork setup, reuse, and decentering (i.e., the process of removing centering from a vault or arch, which is the most sensitive stage of shell construction). Like them, he took an interest in scientific literature and read treatises by French engineers at the library of the National Autonomous University of Mexico where he lectured. Offended by the excessive mathematization of shell theory, which did not enable its practical application, he developed and published his own methods. Deemed simpler, they were made for designers so that they could put together complex and elegant structures based on simple shapes that they mastered from all points of view: geometrically, mechanically and constructively.<\/p>\n\n\n\n<p>It was this mastery that enabled him to express the extreme thinness of his shells, whose rims appear free of any edge beams. His architectural training, his artistic sensibility, and the richness of his collaborations with local architects then enabled his works to extend beyond the purely technical scope and very quickly gain an international reputation.<\/p>\n\n\n\n<p>Over the same period in France, others works were designed by Ren\u00e9 Sarger, an architectural engineer and former student of Bernard Laffaille, who took an interest in the constructional properties of hyperbolic paraboloids. Like F\u00e9lix Candela, he relied at the start on the straight lines that form HPs and provide ideal directions for formwork, but, little by little, he switched to parabolas produced via a vertical section of HPs that provide ideal directions for a prestressed cable network. The advantage of networks like this is their uniquely tensioned structure, stabilized by the shape. It was still the aim of economizing material and mastering shape that guided design but, this time, the technology adopted (steel cables) enabled the limiting to the minimum of not only the weight of the roof but also provisional structures like centering.<\/p>\n\n\n\n<p>Finally, Nicolas Esquillan, the engineer behind the Paris La D\u00e9fense district\u2019s CNIT (<em>Centre des Nouvelles Industries et Technologies<\/em>, Center of New Industries and Technologies) (1958) and Grenoble\u2019s Palais des Sports (1967) explored other shapes than hyperbolic paraboloids but still adopted the same approach combining mastery of geometry and evaluation of forces and construction processes. Just like his contemporaries, he conducted physical experiments at a construction firm (in his case, Boussiron).<\/p>\n\n\n\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color wp-elements-7d93233a76428d55822445bb4b2bc342\">Creation of the International Association for Shell and Spatial Structures<\/h2>\n\n\n\n<p>All the engineers and architects mentioned so far were members of the IASS (<a href=\"http:\/\/www.iass-structures.org\"><em>International Association for Shell and Spatial Structures<\/em><\/a>), founded in 1959 by Eduardo Torroja, to share practices and visions at its annual symposium. This association still exists and continues to bring together researchers, lecturers, designers and builders. Over 70 years, construction techniques and geometric knowledge have developed considerably. There has been a shift from studying the constructional properties of surfaces formed from straight lines (like the hyperbolic paraboloid) to surfaces made up of an assembly of circles, which are currently studied in discrete differential geometry. Likewise, there has been a shift from construction methods based on intensive use of labor carrying and troweling buckets of concrete to high-tech digital fabrication techniques such as <a href=\"https:\/\/ingenius.ecoledesponts.fr\/en\/articles\/what-is-3d-concrete-printing-about\/\" target=\"_blank\" rel=\"noreferrer noopener\">3D concrete printing<\/a>. However, the pioneering spirit remains, i.e., the idea that good design, which is equally economical, effective and elegant, involves a mastery of geometry that alone enables an understanding of the channeling of forces in the structure and construction process.<\/p>\n\n\n\n<div class=\"wp-block-enpc-accordion\">\n<p><a href=\"https:\/\/catalogue.bnf.fr\/ark:\/12148\/cb355525166\" target=\"_blank\" rel=\"noreferrer noopener\">Marrey, B. (1992) Nicolas Esquillan, un ing\u00e9nieur d\u2019entreprise,<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/onlinelibrary.wiley.com\/doi\/full\/10.1002\/best.201600001\" target=\"_blank\" rel=\"noreferrer noopener\">Espion, B. (2016) Pioneering hypar thin shell concrete roofs in the 1930s, Beton- und Stahl betonbau 11, n\u00b03, pp159-165<\/a>.<\/p>\n\n\n\n<p><a href=\"https:\/\/librairielecabanon.com\/divers\/3942-les-cahiers-de-l-a-recherche-architecturale-et-urbaine-n-2-3-novembre-1999-metiers-9782858223237.html\" target=\"_blank\" rel=\"noreferrer noopener\">Nogue, N. (1999) Les surfaces gauches minces, une aventure constructive des ann\u00e9es trente, Les cahiers de la recherche architecturale et urbaine, pp149-166.<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.e-periodica.ch\/digbib\/view?pid=bse-me-001:1936:4::7#47\">Aimond, F. (1936), Etude statique des voiles minces en parabolo\u00efde hyperbolique travaillant sans flexion, M\u00e9moires de l\u2019AIPC, 4, pp. 1-112<\/a><a href=\"https:\/\/doi.org\/10.5169\/seals-5075\">.<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.e-periodica.ch\/digbib\/view?pid=bse-me-001:1935:3::20#330\" target=\"_blank\" rel=\"noreferrer noopener\">Laffaille, B. (1935), M\u00e9moire sur l\u2019\u00e9tude g\u00e9n\u00e9rale de surfaces gauches minces, M\u00e9moires de l\u2019AIPC, 3, pp.295-332<\/a>.<\/p>\n<\/div>\n\n\n\n<p><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Shells are extremely effective technical objects from a mechanical point of view, setting themselves apart with their double-curved geometry (i.e., [&hellip;]<\/p>\n","protected":false},"author":9,"featured_media":7791,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_related_content_post":[],"_related_content_subject":[936],"_related_content_author":[],"_related_content_category":[1720],"_related_content_folder":[7935],"_excerpt":"Jorge Hidalgo and Cyril Douthe, the faculty members heading up ENPC\u2019s Structural Design course, look back at the French concrete shell engineers, builders and theorists who inspired Felix Candela, and their heritage.","_duration":6,"_manual_duration":false,"footnotes":""},"article-types":[13,27],"class_list":["post-7799","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","article-types-article","article-types-folder"],"has_blocks":true,"block_data":[{"blockName":"enpc\/excerpt","attrs":{"lock":[],"metadata":[],"className":"","style":""},"innerBlocks":[],"innerHTML":"","innerContent":[],"rendered":""},{"blockName":"core\/image","attrs":{"id":7791,"sizeSlug":"full","linkDestination":"none","align":"wide","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1.png","alt":"Projet de Hangar a\u00e9rien de Fernand Aimond pour minist\u00e8re de l\u2019air (1934) mettant en \u0153uvre un syst\u00e8me de \u00ab parapluies \u00bb form\u00e9s par une composition de parabolo\u00efdes hyperboliques (Archives ENPC)","caption":"Fernand Aimon\u2019s aircraft hangar project for the French Air Ministry (1934) using a system of \u201cumbrellas\u201d formed by an arrangement of hyperbolic paraboloids (ENPC archives).","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"className":"wp-block-image alignwide size-full","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image alignwide size-full\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1.png\" alt=\"Projet de Hangar a\u00e9rien de Fernand Aimond pour minist\u00e8re de l\u2019air (1934) mettant en \u0153uvre un syst\u00e8me de \u00ab parapluies \u00bb form\u00e9s par une composition de parabolo\u00efdes hyperboliques (Archives ENPC)\" class=\"wp-image-7791\"\/><figcaption class=\"wp-element-caption\">Fernand Aimon\u2019s aircraft hangar project for the French Air Ministry (1934) using a system of \u201cumbrellas\u201d formed by an arrangement of hyperbolic paraboloids (ENPC archives).<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image alignwide size-full\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1.png\" alt=\"Projet de Hangar a\u00e9rien de Fernand Aimond pour minist\u00e8re de l\u2019air (1934) mettant en \u0153uvre un syst\u00e8me de \u00ab parapluies \u00bb form\u00e9s par une composition de parabolo\u00efdes hyperboliques (Archives ENPC)\" class=\"wp-image-7791\"\/><figcaption class=\"wp-element-caption\">Fernand Aimon\u2019s aircraft hangar project for the French Air Ministry (1934) using a system of \u201cumbrellas\u201d formed by an arrangement of hyperbolic paraboloids (ENPC archives).<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image alignwide size-full\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1.png\" alt=\"Projet de Hangar a\u00e9rien de Fernand Aimond pour minist\u00e8re de l\u2019air (1934) mettant en \u0153uvre un syst\u00e8me de \u00ab parapluies \u00bb form\u00e9s par une composition de parabolo\u00efdes hyperboliques (Archives ENPC)\" class=\"wp-image-7791\"\/><figcaption class=\"wp-element-caption\">Fernand Aimon\u2019s aircraft hangar project for the French Air Ministry (1934) using a system of \u201cumbrellas\u201d formed by an arrangement of hyperbolic paraboloids (ENPC archives).<\/figcaption><\/figure>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"Shells are extremely effective technical objects from a mechanical point of view, setting themselves apart with their double-curved geometry (i.e., curvature in two different directions) enabling the bearing of forces exerted on the structure without practically any flexing. This means shells enable the minimal use of material. Their utility has been known since antiquity but reinforced concrete, \u201cthis liquid stone\u201d, caused an architectural revolution by freeing builders of the need to master the art of stone-cutting (stereotomy) and enabling the structure, thanks to reinforcements included in the concrete, to withstand tractive forces.","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p>Shells are extremely effective technical objects from a mechanical point of view, setting themselves apart with their double-curved geometry (i.e., curvature in two different directions) enabling the bearing of forces exerted on the structure without practically any flexing. This means shells enable the minimal use of material. Their utility has been known since antiquity but reinforced concrete, \u201cthis liquid stone\u201d, caused an architectural revolution by freeing builders of the need to master the art of stone-cutting (stereotomy) and enabling the structure, thanks to reinforcements included in the concrete, to withstand tractive forces.<\/p>\n","innerContent":["\n<p>Shells are extremely effective technical objects from a mechanical point of view, setting themselves apart with their double-curved geometry (i.e., curvature in two different directions) enabling the bearing of forces exerted on the structure without practically any flexing. This means shells enable the minimal use of material. Their utility has been known since antiquity but reinforced concrete, \u201cthis liquid stone\u201d, caused an architectural revolution by freeing builders of the need to master the art of stone-cutting (stereotomy) and enabling the structure, thanks to reinforcements included in the concrete, to withstand tractive forces.<\/p>\n"],"rendered":"\n<p>Shells are extremely effective technical objects from a mechanical point of view, setting themselves apart with their double-curved geometry (i.e., curvature in two different directions) enabling the bearing of forces exerted on the structure without practically any flexing. This means shells enable the minimal use of material. Their utility has been known since antiquity but reinforced concrete, \u201cthis liquid stone\u201d, caused an architectural revolution by freeing builders of the need to master the art of stone-cutting (stereotomy) and enabling the structure, thanks to reinforcements included in the concrete, to withstand tractive forces.<\/p>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"If F\u00e9lix Candela, a Mexican architect born in Spain (1910-1997) is now world-renowned, it is for the concrete shells that he designed and built in booming 1950s Mexico. His equally economical, effective and elegant building work is a fine example of Structural Art, the poetic expression defined by engineer David Billington to refer to the full extent of creativity that can be involved in structural design. To better understand why, this article looks back at the scientific and technical personalities who inspired F\u00e9lix Candela (particularly Fernand Aimond (1902-1984) and Bernard Laffaille (1900-1955), and what sets him apart from his contemporaries: Ren\u00e9 Sarger (1917-1988) and Nicolas Esquillan (1902-1989).","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p>If F\u00e9lix Candela, a Mexican architect born in Spain (1910-1997) is now world-renowned, it is for the concrete shells that he designed and built in booming 1950s Mexico. His equally economical, effective and elegant building work is a fine example of <em>Structural Art<\/em>, the poetic expression defined by engineer David Billington to refer to the full extent of creativity that can be involved in structural design. To better understand why, this article looks back at the scientific and technical personalities who inspired F\u00e9lix Candela (particularly Fernand Aimond (1902-1984) and Bernard Laffaille (1900-1955), and what sets him apart from his contemporaries: Ren\u00e9 Sarger (1917-1988) and Nicolas Esquillan (1902-1989).<\/p>\n","innerContent":["\n<p>If F\u00e9lix Candela, a Mexican architect born in Spain (1910-1997) is now world-renowned, it is for the concrete shells that he designed and built in booming 1950s Mexico. His equally economical, effective and elegant building work is a fine example of <em>Structural Art<\/em>, the poetic expression defined by engineer David Billington to refer to the full extent of creativity that can be involved in structural design. To better understand why, this article looks back at the scientific and technical personalities who inspired F\u00e9lix Candela (particularly Fernand Aimond (1902-1984) and Bernard Laffaille (1900-1955), and what sets him apart from his contemporaries: Ren\u00e9 Sarger (1917-1988) and Nicolas Esquillan (1902-1989).<\/p>\n"],"rendered":"\n<p>If F\u00e9lix Candela, a Mexican architect born in Spain (1910-1997) is now world-renowned, it is for the concrete shells that he designed and built in booming 1950s Mexico. His equally economical, effective and elegant building work is a fine example of <em>Structural Art<\/em>, the poetic expression defined by engineer David Billington to refer to the full extent of creativity that can be involved in structural design. To better understand why, this article looks back at the scientific and technical personalities who inspired F\u00e9lix Candela (particularly Fernand Aimond (1902-1984) and Bernard Laffaille (1900-1955), and what sets him apart from his contemporaries: Ren\u00e9 Sarger (1917-1988) and Nicolas Esquillan (1902-1989).<\/p>\n"},{"blockName":"core\/heading","attrs":{"style":{"elements":{"link":{"color":{"text":"var:preset|color|red"}}}},"textColor":"red","textAlign":"","content":"Torroja, Dischinger and Freyssinet: forever first","level":2,"levelOptions":[],"placeholder":"","lock":[],"metadata":[],"align":"","className":"wp-block-heading has-red-color has-text-color has-link-color","backgroundColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color\">Torroja, Dischinger and Freyssinet: forever first<\/h2>\n","innerContent":["\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color\">Torroja, Dischinger and Freyssinet: forever first<\/h2>\n"],"rendered":"\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color\">Torroja, Dischinger and Freyssinet: forever first<\/h2>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"The first reinforced concrete shells were works of corporate project engineers who developed technical know-how as well as theoretical tools to understand them. Eduardo Torroja (1899-1961), whose Zarzuella racecourse building site in Madrid Candela visited during his studies, began his career at Hidrocivil; Franz Dischinger (1887-1953), the German pioneer of revolving shells was an engineer at Dyckerhoff & Widmann AG, and Frenchman Eug\u00e8ne Freyssinet (1879-1962), worked at Limousin et Cie where he built large conoid-shaped hangars before inventing prestressed concrete (concrete to which steels bars are added and tensioned, before or after drying to make it stronger), which he spent most of the rest of his career developing.","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p>The first reinforced concrete shells were works of corporate project engineers who developed technical know-how as well as theoretical tools to understand them. Eduardo Torroja (1899-1961), whose Zarzuella racecourse building site in Madrid Candela visited during his studies, began his career at <em>Hidrocivil<\/em>; Franz Dischinger (1887-1953), the German pioneer of revolving shells was an engineer at <em>Dyckerhoff &amp; Widmann AG<\/em>, and Frenchman Eug\u00e8ne Freyssinet (1879-1962), worked at <em>Limousin et C<sup>ie<\/sup><\/em> where he built large conoid-shaped hangars before inventing prestressed concrete (concrete to which steels bars are added and tensioned, before or after drying to make it stronger), which he spent most of the rest of his career developing.<\/p>\n","innerContent":["\n<p>The first reinforced concrete shells were works of corporate project engineers who developed technical know-how as well as theoretical tools to understand them. Eduardo Torroja (1899-1961), whose Zarzuella racecourse building site in Madrid Candela visited during his studies, began his career at <em>Hidrocivil<\/em>; Franz Dischinger (1887-1953), the German pioneer of revolving shells was an engineer at <em>Dyckerhoff &amp; Widmann AG<\/em>, and Frenchman Eug\u00e8ne Freyssinet (1879-1962), worked at <em>Limousin et C<sup>ie<\/sup><\/em> where he built large conoid-shaped hangars before inventing prestressed concrete (concrete to which steels bars are added and tensioned, before or after drying to make it stronger), which he spent most of the rest of his career developing.<\/p>\n"],"rendered":"\n<p>The first reinforced concrete shells were works of corporate project engineers who developed technical know-how as well as theoretical tools to understand them. Eduardo Torroja (1899-1961), whose Zarzuella racecourse building site in Madrid Candela visited during his studies, began his career at <em>Hidrocivil<\/em>; Franz Dischinger (1887-1953), the German pioneer of revolving shells was an engineer at <em>Dyckerhoff &amp; Widmann AG<\/em>, and Frenchman Eug\u00e8ne Freyssinet (1879-1962), worked at <em>Limousin et C<sup>ie<\/sup><\/em> where he built large conoid-shaped hangars before inventing prestressed concrete (concrete to which steels bars are added and tensioned, before or after drying to make it stronger), which he spent most of the rest of his career developing.<\/p>\n"},{"blockName":"core\/paragraph","attrs":{"align":"center","fontSize":"small","content":"Limousin et Cie \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 \"Usine de la Compagnie nationale des radiateurs\" at Damarie-les-Lys\u00a0(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Archives ENPC)","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"has-text-align-center has-small-font-size","style":"","backgroundColor":"","textColor":"","gradient":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p class=\"has-text-align-center has-small-font-size\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 \"Usine de la Compagnie nationale des radiateurs\" at Damarie-les-Lys&nbsp;(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Archives ENPC)<\/p>\n","innerContent":["\n<p class=\"has-text-align-center has-small-font-size\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 \"Usine de la Compagnie nationale des radiateurs\" at Damarie-les-Lys&nbsp;(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Archives ENPC)<\/p>\n"],"rendered":"\n<p class=\"has-text-align-center has-small-font-size\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 \"Usine de la Compagnie nationale des radiateurs\" at Damarie-les-Lys&nbsp;(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Archives ENPC)<\/p>\n"},{"blockName":"core\/gallery","attrs":{"columns":1,"linkTo":"none","isSlideshow":true,"images":[],"ids":[],"shortCodeTransforms":[],"caption":"Limousin et Cie \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 \"Usine de la Compagnie nationale des radiateurs\" at Damarie-les-Lys\u00a0(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Archives ENPC)","imageCrop":true,"randomOrder":false,"fixedHeight":true,"linkTarget":"","sizeSlug":"large","allowResize":false,"aspectRatio":"auto","lock":[],"metadata":[],"align":"","className":"wp-block-gallery has-nested-images columns-1 is-cropped","style":"","backgroundColor":"","gradient":"","borderColor":"","layout":[],"anchor":""},"innerBlocks":[{"blockName":"core\/image","attrs":{"id":7888,"sizeSlug":"large","linkDestination":"none","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-int-1024x659.jpg","alt":"","caption":"Interior view","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"align":"","className":"wp-block-image size-large","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-int-1024x659.jpg\" alt=\"\" class=\"wp-image-7888\"\/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-int-1024x659.jpg\" alt=\"\" class=\"wp-image-7888\"\/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-int-1024x659.jpg\" alt=\"\" class=\"wp-image-7888\"\/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n"},{"blockName":"core\/image","attrs":{"id":7886,"sizeSlug":"large","linkDestination":"none","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-ext-1024x609.jpg","alt":"","caption":"Exterior view","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"align":"","className":"wp-block-image size-large","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-ext-1024x609.jpg\" alt=\"\" class=\"wp-image-7886\"\/><figcaption class=\"wp-element-caption\">Exterior view<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-ext-1024x609.jpg\" alt=\"\" class=\"wp-image-7886\"\/><figcaption class=\"wp-element-caption\">Exterior view<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-ext-1024x609.jpg\" alt=\"\" class=\"wp-image-7886\"\/><figcaption class=\"wp-element-caption\">Exterior view<\/figcaption><\/figure>\n"}],"innerHTML":"\n<figure class=\"wp-block-gallery has-nested-images columns-1 is-cropped\">\n\n<figcaption class=\"blocks-gallery-caption wp-element-caption\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 \"Usine de la Compagnie nationale des radiateurs\" at Damarie-les-Lys&nbsp;(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Archives ENPC)<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-gallery has-nested-images columns-1 is-cropped\">",null,"\n\n",null,"<figcaption class=\"blocks-gallery-caption wp-element-caption\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 \"Usine de la Compagnie nationale des radiateurs\" at Damarie-les-Lys&nbsp;(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Archives ENPC)<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-gallery has-nested-images columns-1 is-cropped wp-block-gallery-4 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-int-1024x659.jpg\" alt=\"\" class=\"wp-image-7888\"\/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssient-Damarie-vue-ext-1024x609.jpg\" alt=\"\" class=\"wp-image-7886\"\/><figcaption class=\"wp-element-caption\">Exterior view<\/figcaption><\/figure>\n<figcaption class=\"blocks-gallery-caption wp-element-caption\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 \"Usine de la Compagnie nationale des radiateurs\" at Damarie-les-Lys&nbsp;(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Archives ENPC)<\/figcaption><\/figure>\n"},{"blockName":"core\/paragraph","attrs":{"align":"center","fontSize":"small","content":"Limousin et Cie \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 Railway maintenance workshops at Bagneux\u00a0(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Gallica)","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"has-text-align-center has-small-font-size","style":"","backgroundColor":"","textColor":"","gradient":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p class=\"has-text-align-center has-small-font-size\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 Railway maintenance workshops at Bagneux&nbsp;(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Gallica)<\/p>\n","innerContent":["\n<p class=\"has-text-align-center has-small-font-size\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 Railway maintenance workshops at Bagneux&nbsp;(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Gallica)<\/p>\n"],"rendered":"\n<p class=\"has-text-align-center has-small-font-size\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 Railway maintenance workshops at Bagneux&nbsp;(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Gallica)<\/p>\n"},{"blockName":"core\/gallery","attrs":{"columns":1,"linkTo":"none","isSlideshow":true,"images":[],"ids":[],"shortCodeTransforms":[],"caption":"Limousin et Cie \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 Railway maintenance workshops at Bagneux\u00a0(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Gallica)","imageCrop":true,"randomOrder":false,"fixedHeight":true,"linkTarget":"","sizeSlug":"large","allowResize":false,"aspectRatio":"auto","lock":[],"metadata":[],"align":"","className":"wp-block-gallery has-nested-images columns-1 is-cropped","style":"","backgroundColor":"","gradient":"","borderColor":"","layout":[],"anchor":""},"innerBlocks":[{"blockName":"core\/image","attrs":{"id":7873,"sizeSlug":"large","linkDestination":"none","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-ext.jpg","alt":"","caption":"Exterior view","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"align":"","className":"wp-block-image size-large","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-ext.jpg\" alt=\"\" class=\"wp-image-7873\"\/><figcaption class=\"wp-element-caption\">Exterior view<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-ext.jpg\" alt=\"\" class=\"wp-image-7873\"\/><figcaption class=\"wp-element-caption\">Exterior view<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-ext.jpg\" alt=\"\" class=\"wp-image-7873\"\/><figcaption class=\"wp-element-caption\">Exterior view<\/figcaption><\/figure>\n"},{"blockName":"core\/image","attrs":{"id":7893,"sizeSlug":"large","linkDestination":"none","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int-2.jpg","alt":"","caption":"Interior view","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"align":"","className":"wp-block-image size-large","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int-2.jpg\" alt=\"\" class=\"wp-image-7893\"\/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int-2.jpg\" alt=\"\" class=\"wp-image-7893\"\/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int-2.jpg\" alt=\"\" class=\"wp-image-7893\"\/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n"},{"blockName":"core\/image","attrs":{"id":7875,"sizeSlug":"large","linkDestination":"none","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int.jpg","alt":"","caption":"Interior view","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"align":"","className":"wp-block-image size-large","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int.jpg\" alt=\"\" class=\"wp-image-7875\"\/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int.jpg\" alt=\"\" class=\"wp-image-7875\"\/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int.jpg\" alt=\"\" class=\"wp-image-7875\"\/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n"}],"innerHTML":"\n<figure class=\"wp-block-gallery has-nested-images columns-1 is-cropped\">\n\n\n\n<figcaption class=\"blocks-gallery-caption wp-element-caption\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 Railway maintenance workshops at Bagneux&nbsp;(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Gallica)<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-gallery has-nested-images columns-1 is-cropped\">",null,"\n\n",null,"\n\n",null,"<figcaption class=\"blocks-gallery-caption wp-element-caption\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 Railway maintenance workshops at Bagneux&nbsp;(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Gallica)<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-gallery has-nested-images columns-1 is-cropped wp-block-gallery-5 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-ext.jpg\" alt=\"\" class=\"wp-image-7873\"\/><figcaption class=\"wp-element-caption\">Exterior view<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int-2.jpg\" alt=\"\" class=\"wp-image-7893\"\/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Freyssinet-Bagneux-vue-int.jpg\" alt=\"\" class=\"wp-image-7875\"\/><figcaption class=\"wp-element-caption\">Interior view<\/figcaption><\/figure>\n<figcaption class=\"blocks-gallery-caption wp-element-caption\"><em>Limousin et C<sup>ie<\/sup><\/em> \u2013 Proc\u00e9d\u00e9s Freyssinet \u2013 Railway maintenance workshops at Bagneux&nbsp;(Source : L'Architecture Vivante, Printemps 1931, \u00c9dition Albert Moranc\u00e9. Cr\u00e9dit : Gallica)<\/figcaption><\/figure>\n"},{"blockName":"core\/heading","attrs":{"style":{"elements":{"link":{"color":{"text":"var:preset|color|red"}}}},"textColor":"red","textAlign":"","content":"Straight lines for formwork","level":2,"levelOptions":[],"placeholder":"","lock":[],"metadata":[],"align":"","className":"wp-block-heading has-red-color has-text-color has-link-color","backgroundColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color\">Straight lines for formwork<\/h2>\n","innerContent":["\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color\">Straight lines for formwork<\/h2>\n"],"rendered":"\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color\">Straight lines for formwork<\/h2>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"The conoids built by Freyssinet form part of a family of surfaces called ruled surfaces. The particularity of these surfaces is that they can be traced by moving a straight line along two curves. This remarkable geometric property is an advantage both to calculate forces in the surface and also in terms of construction in order to build wooden formwork for concrete, as boards can be aligned directly according to the straight lines of the surface.","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p>The conoids built by Freyssinet form part of a family of surfaces called ruled surfaces. The particularity of these surfaces is that they can be traced by moving a straight line along two curves. This remarkable geometric property is an advantage both to calculate forces in the surface and also in terms of construction in order to build wooden formwork for concrete, as boards can be aligned directly according to the straight lines of the surface.<\/p>\n","innerContent":["\n<p>The conoids built by Freyssinet form part of a family of surfaces called ruled surfaces. The particularity of these surfaces is that they can be traced by moving a straight line along two curves. This remarkable geometric property is an advantage both to calculate forces in the surface and also in terms of construction in order to build wooden formwork for concrete, as boards can be aligned directly according to the straight lines of the surface.<\/p>\n"],"rendered":"\n<p>The conoids built by Freyssinet form part of a family of surfaces called ruled surfaces. The particularity of these surfaces is that they can be traced by moving a straight line along two curves. This remarkable geometric property is an advantage both to calculate forces in the surface and also in terms of construction in order to build wooden formwork for concrete, as boards can be aligned directly according to the straight lines of the surface.<\/p>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"Of the ruled surfaces, some like hyperbolic paraboloids (HP) and revolving hyperboloids have a particular characteristic: they feature two families of independent straight lines. They were particularly useful, firstly for design engineers who could develop an exact analytical solution for stresses in the shell when computers were still not very powerful and, secondly, for building engineers who could use the first family of straight lines for the structure and the second to set up the formwork.","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p>Of the ruled surfaces, some like hyperbolic paraboloids (HP) and revolving hyperboloids have a particular characteristic: they feature two families of independent straight lines. They were particularly useful, firstly for design engineers who could develop an exact analytical solution for stresses in the shell when computers were still not very powerful and, secondly, for building engineers who could use the first family of straight lines for the structure and the second to set up the formwork.<\/p>\n","innerContent":["\n<p>Of the ruled surfaces, some like hyperbolic paraboloids (HP) and revolving hyperboloids have a particular characteristic: they feature two families of independent straight lines. They were particularly useful, firstly for design engineers who could develop an exact analytical solution for stresses in the shell when computers were still not very powerful and, secondly, for building engineers who could use the first family of straight lines for the structure and the second to set up the formwork.<\/p>\n"],"rendered":"\n<p>Of the ruled surfaces, some like hyperbolic paraboloids (HP) and revolving hyperboloids have a particular characteristic: they feature two families of independent straight lines. They were particularly useful, firstly for design engineers who could develop an exact analytical solution for stresses in the shell when computers were still not very powerful and, secondly, for building engineers who could use the first family of straight lines for the structure and the second to set up the formwork.<\/p>\n"},{"blockName":"core\/columns","attrs":{"verticalAlignment":"","isStackedOnMobile":true,"templateLock":null,"lock":[],"metadata":[],"align":"","className":"wp-block-columns","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","layout":[],"anchor":""},"innerBlocks":[{"blockName":"core\/column","attrs":{"verticalAlignment":"","width":"","templateLock":null,"lock":[],"metadata":[],"className":"wp-block-column","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","layout":[],"anchor":""},"innerBlocks":[{"blockName":"core\/embed","attrs":{"url":"https:\/\/youtu.be\/xRk8haRZxpo?si=tWt2thyJzOGdA4Jc","type":"video","providerNameSlug":"youtube","responsive":true,"className":"wp-embed-aspect-4-3 wp-has-aspect-ratio","caption":"","allowResponsive":true,"previewable":true,"lock":[],"metadata":[],"align":"","style":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-embed is-type-video is-provider-youtube wp-block-embed-youtube wp-embed-aspect-4-3 wp-has-aspect-ratio\"><div class=\"wp-block-embed__wrapper\">\nhttps:\/\/youtu.be\/xRk8haRZxpo?si=tWt2thyJzOGdA4Jc\n<\/div><\/figure>\n","innerContent":["\n<figure class=\"wp-block-embed is-type-video is-provider-youtube wp-block-embed-youtube wp-embed-aspect-4-3 wp-has-aspect-ratio\"><div class=\"wp-block-embed__wrapper\">\nhttps:\/\/youtu.be\/xRk8haRZxpo?si=tWt2thyJzOGdA4Jc\n<\/div><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-embed is-type-video is-provider-youtube wp-block-embed-youtube wp-embed-aspect-4-3 wp-has-aspect-ratio\"><div class=\"wp-block-embed__wrapper\">\n<iframe title=\"Principe de g\u00e9n\u00e9ration de la g\u00e9om\u00e9trie d&#039;un parabolo\u00efde hyperbolique, surface doublement r\u00e9gl\u00e9e\" width=\"1333\" height=\"1000\" src=\"https:\/\/www.youtube.com\/embed\/xRk8haRZxpo?feature=oembed\" frameborder=\"0\" allow=\"accelerometer; autoplay; clipboard-write; encrypted-media; gyroscope; picture-in-picture; web-share\" referrerpolicy=\"strict-origin-when-cross-origin\" allowfullscreen><\/iframe>\n<\/div><\/figure>\n"}],"innerHTML":"\n<div class=\"wp-block-column\"><\/div>\n","innerContent":["\n<div class=\"wp-block-column\">",null,"<\/div>\n"],"rendered":"\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-embed is-type-video is-provider-youtube wp-block-embed-youtube wp-embed-aspect-4-3 wp-has-aspect-ratio\"><div class=\"wp-block-embed__wrapper\">\n<iframe title=\"Principe de g\u00e9n\u00e9ration de la g\u00e9om\u00e9trie d&#039;un parabolo\u00efde hyperbolique, surface doublement r\u00e9gl\u00e9e\" width=\"1333\" height=\"1000\" src=\"https:\/\/www.youtube.com\/embed\/xRk8haRZxpo?feature=oembed\" frameborder=\"0\" allow=\"accelerometer; autoplay; clipboard-write; encrypted-media; gyroscope; picture-in-picture; web-share\" referrerpolicy=\"strict-origin-when-cross-origin\" allowfullscreen><\/iframe>\n<\/div><\/figure>\n<\/div>\n"},{"blockName":"core\/column","attrs":{"verticalAlignment":"","width":"","templateLock":null,"lock":[],"metadata":[],"className":"wp-block-column","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","layout":[],"anchor":""},"innerBlocks":[{"blockName":"core\/embed","attrs":{"url":"https:\/\/youtu.be\/Ueivyqvp_uo","type":"video","providerNameSlug":"youtube","responsive":true,"className":"wp-embed-aspect-16-9 wp-has-aspect-ratio","caption":"","allowResponsive":true,"previewable":true,"lock":[],"metadata":[],"align":"","style":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-embed is-type-video is-provider-youtube wp-block-embed-youtube wp-embed-aspect-16-9 wp-has-aspect-ratio\"><div class=\"wp-block-embed__wrapper\">\nhttps:\/\/youtu.be\/Ueivyqvp_uo\n<\/div><\/figure>\n","innerContent":["\n<figure class=\"wp-block-embed is-type-video is-provider-youtube wp-block-embed-youtube wp-embed-aspect-16-9 wp-has-aspect-ratio\"><div class=\"wp-block-embed__wrapper\">\nhttps:\/\/youtu.be\/Ueivyqvp_uo\n<\/div><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-embed is-type-video is-provider-youtube wp-block-embed-youtube wp-embed-aspect-16-9 wp-has-aspect-ratio\"><div class=\"wp-block-embed__wrapper\">\n<iframe title=\"Interpr\u00e9tation des propri\u00e9t\u00e9s g\u00e9om\u00e9triques remarquables des parabolo\u00efdes hyperboliques\" width=\"1400\" height=\"788\" src=\"https:\/\/www.youtube.com\/embed\/Ueivyqvp_uo?feature=oembed\" frameborder=\"0\" allow=\"accelerometer; autoplay; clipboard-write; encrypted-media; gyroscope; picture-in-picture; web-share\" referrerpolicy=\"strict-origin-when-cross-origin\" allowfullscreen><\/iframe>\n<\/div><\/figure>\n"}],"innerHTML":"\n<div class=\"wp-block-column\"><\/div>\n","innerContent":["\n<div class=\"wp-block-column\">",null,"<\/div>\n"],"rendered":"\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-embed is-type-video is-provider-youtube wp-block-embed-youtube wp-embed-aspect-16-9 wp-has-aspect-ratio\"><div class=\"wp-block-embed__wrapper\">\n<iframe title=\"Interpr\u00e9tation des propri\u00e9t\u00e9s g\u00e9om\u00e9triques remarquables des parabolo\u00efdes hyperboliques\" width=\"1400\" height=\"788\" src=\"https:\/\/www.youtube.com\/embed\/Ueivyqvp_uo?feature=oembed\" frameborder=\"0\" allow=\"accelerometer; autoplay; clipboard-write; encrypted-media; gyroscope; picture-in-picture; web-share\" referrerpolicy=\"strict-origin-when-cross-origin\" allowfullscreen><\/iframe>\n<\/div><\/figure>\n<\/div>\n"}],"innerHTML":"\n<div class=\"wp-block-columns\">\n\n<\/div>\n","innerContent":["\n<div class=\"wp-block-columns\">",null,"\n\n",null,"<\/div>\n"],"rendered":"\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-embed is-type-video is-provider-youtube wp-block-embed-youtube wp-embed-aspect-4-3 wp-has-aspect-ratio\"><div class=\"wp-block-embed__wrapper\">\n<iframe title=\"Principe de g\u00e9n\u00e9ration de la g\u00e9om\u00e9trie d&#039;un parabolo\u00efde hyperbolique, surface doublement r\u00e9gl\u00e9e\" width=\"1333\" height=\"1000\" src=\"https:\/\/www.youtube.com\/embed\/xRk8haRZxpo?feature=oembed\" frameborder=\"0\" allow=\"accelerometer; autoplay; clipboard-write; encrypted-media; gyroscope; picture-in-picture; web-share\" referrerpolicy=\"strict-origin-when-cross-origin\" allowfullscreen><\/iframe>\n<\/div><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-embed is-type-video is-provider-youtube wp-block-embed-youtube wp-embed-aspect-16-9 wp-has-aspect-ratio\"><div class=\"wp-block-embed__wrapper\">\n<iframe title=\"Interpr\u00e9tation des propri\u00e9t\u00e9s g\u00e9om\u00e9triques remarquables des parabolo\u00efdes hyperboliques\" width=\"1400\" height=\"788\" src=\"https:\/\/www.youtube.com\/embed\/Ueivyqvp_uo?feature=oembed\" frameborder=\"0\" allow=\"accelerometer; autoplay; clipboard-write; encrypted-media; gyroscope; picture-in-picture; web-share\" referrerpolicy=\"strict-origin-when-cross-origin\" allowfullscreen><\/iframe>\n<\/div><\/figure>\n<\/div>\n<\/div>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"The utility of hyperbolic paraboloids for construction and the first analytical models were developed at the same time by Fernand Aimond and Bernard Laffaille in the mid-1930s, with the first prototypes in 1932 and large-scale hangars over the following years. These hangars formally introduced the first examples of F\u00e9lix Candela\u2019s beloved umbrella.","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p>The utility of hyperbolic paraboloids for construction and the first analytical models were developed at the same time by Fernand Aimond and Bernard Laffaille in the mid-1930s, with the first prototypes in 1932 and large-scale hangars over the following years. These hangars formally introduced the first examples of F\u00e9lix Candela\u2019s beloved umbrella.<\/p>\n","innerContent":["\n<p>The utility of hyperbolic paraboloids for construction and the first analytical models were developed at the same time by Fernand Aimond and Bernard Laffaille in the mid-1930s, with the first prototypes in 1932 and large-scale hangars over the following years. These hangars formally introduced the first examples of F\u00e9lix Candela\u2019s beloved umbrella.<\/p>\n"],"rendered":"\n<p>The utility of hyperbolic paraboloids for construction and the first analytical models were developed at the same time by Fernand Aimond and Bernard Laffaille in the mid-1930s, with the first prototypes in 1932 and large-scale hangars over the following years. These hangars formally introduced the first examples of F\u00e9lix Candela\u2019s beloved umbrella.<\/p>\n"},{"blockName":"core\/gallery","attrs":{"columns":1,"linkTo":"none","isSlideshow":true,"images":[],"ids":[],"shortCodeTransforms":[],"caption":"","imageCrop":true,"randomOrder":false,"fixedHeight":true,"linkTarget":"","sizeSlug":"large","allowResize":false,"aspectRatio":"auto","lock":[],"metadata":[],"align":"","className":"wp-block-gallery has-nested-images columns-1 is-cropped","style":"","backgroundColor":"","gradient":"","borderColor":"","layout":[],"anchor":""},"innerBlocks":[{"blockName":"core\/image","attrs":{"id":7795,"sizeSlug":"large","linkDestination":"none","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-3.png","alt":"","caption":"Excerpt from Fernand Aimond\u2019s treatise (1933) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"align":"","className":"wp-block-image size-large","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-3.png\" alt=\"\" class=\"wp-image-7795\"\/><figcaption class=\"wp-element-caption\">Excerpt from Fernand Aimond\u2019s treatise (1933) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-3.png\" alt=\"\" class=\"wp-image-7795\"\/><figcaption class=\"wp-element-caption\">Excerpt from Fernand Aimond\u2019s treatise (1933) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-3.png\" alt=\"\" class=\"wp-image-7795\"\/><figcaption class=\"wp-element-caption\">Excerpt from Fernand Aimond\u2019s treatise (1933) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"},{"blockName":"core\/image","attrs":{"id":7897,"sizeSlug":"large","linkDestination":"none","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-0-JENPC00_OUV_4_29649_10307_002_br.jpg","alt":"","caption":"Excerpt (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives). The following documents present a variety of compositions, variations of which would later be found at Candela.","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"align":"","className":"wp-block-image size-large","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-0-JENPC00_OUV_4_29649_10307_002_br.jpg\" alt=\"\" class=\"wp-image-7897\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives). The following documents present a variety of compositions, variations of which would later be found at Candela.<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-0-JENPC00_OUV_4_29649_10307_002_br.jpg\" alt=\"\" class=\"wp-image-7897\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives). The following documents present a variety of compositions, variations of which would later be found at Candela.<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-0-JENPC00_OUV_4_29649_10307_002_br.jpg\" alt=\"\" class=\"wp-image-7897\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives). The following documents present a variety of compositions, variations of which would later be found at Candela.<\/figcaption><\/figure>\n"},{"blockName":"core\/image","attrs":{"id":7899,"sizeSlug":"large","linkDestination":"none","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-1-Parapluie1_br.jpg","alt":"","caption":"Excerpt (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"align":"","className":"wp-block-image size-large","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-1-Parapluie1_br.jpg\" alt=\"\" class=\"wp-image-7899\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-1-Parapluie1_br.jpg\" alt=\"\" class=\"wp-image-7899\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-1-Parapluie1_br.jpg\" alt=\"\" class=\"wp-image-7899\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"},{"blockName":"core\/image","attrs":{"id":7901,"sizeSlug":"large","linkDestination":"none","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-2-Parapluie2_br.jpg","alt":"","caption":"Excerpt (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"align":"","className":"wp-block-image size-large","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-2-Parapluie2_br.jpg\" alt=\"\" class=\"wp-image-7901\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-2-Parapluie2_br.jpg\" alt=\"\" class=\"wp-image-7901\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-2-Parapluie2_br.jpg\" alt=\"\" class=\"wp-image-7901\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"},{"blockName":"core\/image","attrs":{"id":7903,"sizeSlug":"large","linkDestination":"none","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-3-Deux-pylones_br.jpg","alt":"","caption":"Excerpt (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"align":"","className":"wp-block-image size-large","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-3-Deux-pylones_br.jpg\" alt=\"\" class=\"wp-image-7903\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-3-Deux-pylones_br.jpg\" alt=\"\" class=\"wp-image-7903\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-3-Deux-pylones_br.jpg\" alt=\"\" class=\"wp-image-7903\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"},{"blockName":"core\/image","attrs":{"id":7905,"sizeSlug":"large","linkDestination":"none","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-4-Trois-pylones_br.jpg","alt":"","caption":"Excerpt (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"align":"","className":"wp-block-image size-large","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-4-Trois-pylones_br.jpg\" alt=\"\" class=\"wp-image-7905\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-4-Trois-pylones_br.jpg\" alt=\"\" class=\"wp-image-7905\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-4-Trois-pylones_br.jpg\" alt=\"\" class=\"wp-image-7905\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"},{"blockName":"core\/image","attrs":{"id":7907,"sizeSlug":"large","linkDestination":"none","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-5-Parapluie3_br.jpg","alt":"","caption":"Excerpt (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"align":"","className":"wp-block-image size-large","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-5-Parapluie3_br.jpg\" alt=\"\" class=\"wp-image-7907\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-5-Parapluie3_br.jpg\" alt=\"\" class=\"wp-image-7907\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-5-Parapluie3_br.jpg\" alt=\"\" class=\"wp-image-7907\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"},{"blockName":"core\/image","attrs":{"id":7909,"sizeSlug":"large","linkDestination":"none","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-6-Shed_br.jpg","alt":"","caption":"Excerpt (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"align":"","className":"wp-block-image size-large","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-6-Shed_br.jpg\" alt=\"\" class=\"wp-image-7909\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-6-Shed_br.jpg\" alt=\"\" class=\"wp-image-7909\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-6-Shed_br.jpg\" alt=\"\" class=\"wp-image-7909\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"},{"blockName":"core\/image","attrs":{"id":7911,"sizeSlug":"large","linkDestination":"none","blob":"","url":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-7-Fondations_br.jpg","alt":"","caption":"Excerpt (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)","lightbox":[],"title":"","href":"","rel":"","linkClass":"","width":"","height":"","aspectRatio":"","scale":"","linkTarget":"","lock":[],"metadata":[],"align":"","className":"wp-block-image size-large","style":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-7-Fondations_br.jpg\" alt=\"\" class=\"wp-image-7911\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n","innerContent":["\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-7-Fondations_br.jpg\" alt=\"\" class=\"wp-image-7911\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"],"rendered":"\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-7-Fondations_br.jpg\" alt=\"\" class=\"wp-image-7911\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n"}],"innerHTML":"\n<figure class=\"wp-block-gallery has-nested-images columns-1 is-cropped\">\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n<\/figure>\n","innerContent":["\n<figure class=\"wp-block-gallery has-nested-images columns-1 is-cropped\">",null,"\n\n",null,"\n\n",null,"\n\n",null,"\n\n",null,"\n\n",null,"\n\n",null,"\n\n",null,"\n\n",null,"<\/figure>\n"],"rendered":"\n<figure class=\"wp-block-gallery has-nested-images columns-1 is-cropped wp-block-gallery-6 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-3.png\" alt=\"\" class=\"wp-image-7795\"\/><figcaption class=\"wp-element-caption\">Excerpt from Fernand Aimond\u2019s treatise (1933) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-0-JENPC00_OUV_4_29649_10307_002_br.jpg\" alt=\"\" class=\"wp-image-7897\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives). The following documents present a variety of compositions, variations of which would later be found at Candela.<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-1-Parapluie1_br.jpg\" alt=\"\" class=\"wp-image-7899\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-2-Parapluie2_br.jpg\" alt=\"\" class=\"wp-image-7901\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-3-Deux-pylones_br.jpg\" alt=\"\" class=\"wp-image-7903\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-4-Trois-pylones_br.jpg\" alt=\"\" class=\"wp-image-7905\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-5-Parapluie3_br.jpg\" alt=\"\" class=\"wp-image-7907\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-6-Shed_br.jpg\" alt=\"\" class=\"wp-image-7909\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/Aimond-7-Fondations_br.jpg\" alt=\"\" class=\"wp-image-7911\"\/><figcaption class=\"wp-element-caption\">Excerpt  (1932) on the calculation of stresses in thin hyperbolic paraboloid shells (ENPC archives)<\/figcaption><\/figure>\n<\/figure>\n"},{"blockName":"core\/heading","attrs":{"style":{"elements":{"link":{"color":{"text":"var:preset|color|red"}}}},"textColor":"red","textAlign":"","content":"Engineering art and performance","level":2,"levelOptions":[],"placeholder":"","lock":[],"metadata":[],"align":"","className":"wp-block-heading has-red-color has-text-color has-link-color","backgroundColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color\">Engineering art and performance<\/h2>\n","innerContent":["\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color\">Engineering art and performance<\/h2>\n"],"rendered":"\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color\">Engineering art and performance<\/h2>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"F\u00e9lix Candela, like his predecessors, worked at a family-run construction firm Cubiertas ala, which enabled him to experiment and develop technical knowledge for formwork setup, reuse, and decentering (i.e., the process of removing centering from a vault or arch, which is the most sensitive stage of shell construction). Like them, he took an interest in scientific literature and read treatises by French engineers at the library of the National Autonomous University of Mexico where he lectured. Offended by the excessive mathematization of shell theory, which did not enable its practical application, he developed and published his own methods. Deemed simpler, they were made for designers so that they could put together complex and elegant structures based on simple shapes that they mastered from all points of view: geometrically, mechanically and constructively.","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p>F\u00e9lix Candela, like his predecessors, worked at a family-run construction firm <em>Cubiertas ala<\/em>, which enabled him to experiment and develop technical knowledge for formwork setup, reuse, and decentering (i.e., the process of removing centering from a vault or arch, which is the most sensitive stage of shell construction). Like them, he took an interest in scientific literature and read treatises by French engineers at the library of the National Autonomous University of Mexico where he lectured. Offended by the excessive mathematization of shell theory, which did not enable its practical application, he developed and published his own methods. Deemed simpler, they were made for designers so that they could put together complex and elegant structures based on simple shapes that they mastered from all points of view: geometrically, mechanically and constructively.<\/p>\n","innerContent":["\n<p>F\u00e9lix Candela, like his predecessors, worked at a family-run construction firm <em>Cubiertas ala<\/em>, which enabled him to experiment and develop technical knowledge for formwork setup, reuse, and decentering (i.e., the process of removing centering from a vault or arch, which is the most sensitive stage of shell construction). Like them, he took an interest in scientific literature and read treatises by French engineers at the library of the National Autonomous University of Mexico where he lectured. Offended by the excessive mathematization of shell theory, which did not enable its practical application, he developed and published his own methods. Deemed simpler, they were made for designers so that they could put together complex and elegant structures based on simple shapes that they mastered from all points of view: geometrically, mechanically and constructively.<\/p>\n"],"rendered":"\n<p>F\u00e9lix Candela, like his predecessors, worked at a family-run construction firm <em>Cubiertas ala<\/em>, which enabled him to experiment and develop technical knowledge for formwork setup, reuse, and decentering (i.e., the process of removing centering from a vault or arch, which is the most sensitive stage of shell construction). Like them, he took an interest in scientific literature and read treatises by French engineers at the library of the National Autonomous University of Mexico where he lectured. Offended by the excessive mathematization of shell theory, which did not enable its practical application, he developed and published his own methods. Deemed simpler, they were made for designers so that they could put together complex and elegant structures based on simple shapes that they mastered from all points of view: geometrically, mechanically and constructively.<\/p>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"It was this mastery that enabled him to express the extreme thinness of his shells, whose rims appear free of any edge beams. His architectural training, his artistic sensibility, and the richness of his collaborations with local architects then enabled his works to extend beyond the purely technical scope and very quickly gain an international reputation.","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p>It was this mastery that enabled him to express the extreme thinness of his shells, whose rims appear free of any edge beams. His architectural training, his artistic sensibility, and the richness of his collaborations with local architects then enabled his works to extend beyond the purely technical scope and very quickly gain an international reputation.<\/p>\n","innerContent":["\n<p>It was this mastery that enabled him to express the extreme thinness of his shells, whose rims appear free of any edge beams. His architectural training, his artistic sensibility, and the richness of his collaborations with local architects then enabled his works to extend beyond the purely technical scope and very quickly gain an international reputation.<\/p>\n"],"rendered":"\n<p>It was this mastery that enabled him to express the extreme thinness of his shells, whose rims appear free of any edge beams. His architectural training, his artistic sensibility, and the richness of his collaborations with local architects then enabled his works to extend beyond the purely technical scope and very quickly gain an international reputation.<\/p>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"Over the same period in France, others works were designed by Ren\u00e9 Sarger, an architectural engineer and former student of Bernard Laffaille, who took an interest in the constructional properties of hyperbolic paraboloids. Like F\u00e9lix Candela, he relied at the start on the straight lines that form HPs and provide ideal directions for formwork, but, little by little, he switched to parabolas produced via a vertical section of HPs that provide ideal directions for a prestressed cable network. The advantage of networks like this is their uniquely tensioned structure, stabilized by the shape. It was still the aim of economizing material and mastering shape that guided design but, this time, the technology adopted (steel cables) enabled the limiting to the minimum of not only the weight of the roof but also provisional structures like centering.","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p>Over the same period in France, others works were designed by Ren\u00e9 Sarger, an architectural engineer and former student of Bernard Laffaille, who took an interest in the constructional properties of hyperbolic paraboloids. Like F\u00e9lix Candela, he relied at the start on the straight lines that form HPs and provide ideal directions for formwork, but, little by little, he switched to parabolas produced via a vertical section of HPs that provide ideal directions for a prestressed cable network. The advantage of networks like this is their uniquely tensioned structure, stabilized by the shape. It was still the aim of economizing material and mastering shape that guided design but, this time, the technology adopted (steel cables) enabled the limiting to the minimum of not only the weight of the roof but also provisional structures like centering.<\/p>\n","innerContent":["\n<p>Over the same period in France, others works were designed by Ren\u00e9 Sarger, an architectural engineer and former student of Bernard Laffaille, who took an interest in the constructional properties of hyperbolic paraboloids. Like F\u00e9lix Candela, he relied at the start on the straight lines that form HPs and provide ideal directions for formwork, but, little by little, he switched to parabolas produced via a vertical section of HPs that provide ideal directions for a prestressed cable network. The advantage of networks like this is their uniquely tensioned structure, stabilized by the shape. It was still the aim of economizing material and mastering shape that guided design but, this time, the technology adopted (steel cables) enabled the limiting to the minimum of not only the weight of the roof but also provisional structures like centering.<\/p>\n"],"rendered":"\n<p>Over the same period in France, others works were designed by Ren\u00e9 Sarger, an architectural engineer and former student of Bernard Laffaille, who took an interest in the constructional properties of hyperbolic paraboloids. Like F\u00e9lix Candela, he relied at the start on the straight lines that form HPs and provide ideal directions for formwork, but, little by little, he switched to parabolas produced via a vertical section of HPs that provide ideal directions for a prestressed cable network. The advantage of networks like this is their uniquely tensioned structure, stabilized by the shape. It was still the aim of economizing material and mastering shape that guided design but, this time, the technology adopted (steel cables) enabled the limiting to the minimum of not only the weight of the roof but also provisional structures like centering.<\/p>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"Finally, Nicolas Esquillan, the engineer behind the Paris La D\u00e9fense district\u2019s CNIT (Centre des Nouvelles Industries et Technologies, Center of New Industries and Technologies) (1958) and Grenoble\u2019s Palais des Sports (1967) explored other shapes than hyperbolic paraboloids but still adopted the same approach combining mastery of geometry and evaluation of forces and construction processes. Just like his contemporaries, he conducted physical experiments at a construction firm (in his case, Boussiron).","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p>Finally, Nicolas Esquillan, the engineer behind the Paris La D\u00e9fense district\u2019s CNIT (<em>Centre des Nouvelles Industries et Technologies<\/em>, Center of New Industries and Technologies) (1958) and Grenoble\u2019s Palais des Sports (1967) explored other shapes than hyperbolic paraboloids but still adopted the same approach combining mastery of geometry and evaluation of forces and construction processes. Just like his contemporaries, he conducted physical experiments at a construction firm (in his case, Boussiron).<\/p>\n","innerContent":["\n<p>Finally, Nicolas Esquillan, the engineer behind the Paris La D\u00e9fense district\u2019s CNIT (<em>Centre des Nouvelles Industries et Technologies<\/em>, Center of New Industries and Technologies) (1958) and Grenoble\u2019s Palais des Sports (1967) explored other shapes than hyperbolic paraboloids but still adopted the same approach combining mastery of geometry and evaluation of forces and construction processes. Just like his contemporaries, he conducted physical experiments at a construction firm (in his case, Boussiron).<\/p>\n"],"rendered":"\n<p>Finally, Nicolas Esquillan, the engineer behind the Paris La D\u00e9fense district\u2019s CNIT (<em>Centre des Nouvelles Industries et Technologies<\/em>, Center of New Industries and Technologies) (1958) and Grenoble\u2019s Palais des Sports (1967) explored other shapes than hyperbolic paraboloids but still adopted the same approach combining mastery of geometry and evaluation of forces and construction processes. Just like his contemporaries, he conducted physical experiments at a construction firm (in his case, Boussiron).<\/p>\n"},{"blockName":"core\/heading","attrs":{"style":{"elements":{"link":{"color":{"text":"var:preset|color|red"}}}},"textColor":"red","textAlign":"","content":"Creation of the International Association for Shell and Spatial Structures","level":2,"levelOptions":[],"placeholder":"","lock":[],"metadata":[],"align":"","className":"wp-block-heading has-red-color has-text-color has-link-color","backgroundColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color\">Creation of the International Association for Shell and Spatial Structures<\/h2>\n","innerContent":["\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color\">Creation of the International Association for Shell and Spatial Structures<\/h2>\n"],"rendered":"\n<h2 class=\"wp-block-heading has-red-color has-text-color has-link-color\">Creation of the International Association for Shell and Spatial Structures<\/h2>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"All the engineers and architects mentioned so far were members of the IASS (International Association for Shell and Spatial Structures), founded in 1959 by Eduardo Torroja, to share practices and visions at its annual symposium. This association still exists and continues to bring together researchers, lecturers, designers and builders. Over 70 years, construction techniques and geometric knowledge have developed considerably. There has been a shift from studying the constructional properties of surfaces formed from straight lines (like the hyperbolic paraboloid) to surfaces made up of an assembly of circles, which are currently studied in discrete differential geometry. Likewise, there has been a shift from construction methods based on intensive use of labor carrying and troweling buckets of concrete to high-tech digital fabrication techniques such as 3D concrete printing. However, the pioneering spirit remains, i.e., the idea that good design, which is equally economical, effective and elegant, involves a mastery of geometry that alone enables an understanding of the channeling of forces in the structure and construction process.","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p>All the engineers and architects mentioned so far were members of the IASS (<a href=\"http:\/\/www.iass-structures.org\"><em>International Association for Shell and Spatial Structures<\/em><\/a>), founded in 1959 by Eduardo Torroja, to share practices and visions at its annual symposium. This association still exists and continues to bring together researchers, lecturers, designers and builders. Over 70 years, construction techniques and geometric knowledge have developed considerably. There has been a shift from studying the constructional properties of surfaces formed from straight lines (like the hyperbolic paraboloid) to surfaces made up of an assembly of circles, which are currently studied in discrete differential geometry. Likewise, there has been a shift from construction methods based on intensive use of labor carrying and troweling buckets of concrete to high-tech digital fabrication techniques such as <a href=\"https:\/\/ingenius.ecoledesponts.fr\/en\/articles\/what-is-3d-concrete-printing-about\/\" target=\"_blank\" rel=\"noreferrer noopener\">3D concrete printing<\/a>. However, the pioneering spirit remains, i.e., the idea that good design, which is equally economical, effective and elegant, involves a mastery of geometry that alone enables an understanding of the channeling of forces in the structure and construction process.<\/p>\n","innerContent":["\n<p>All the engineers and architects mentioned so far were members of the IASS (<a href=\"http:\/\/www.iass-structures.org\"><em>International Association for Shell and Spatial Structures<\/em><\/a>), founded in 1959 by Eduardo Torroja, to share practices and visions at its annual symposium. This association still exists and continues to bring together researchers, lecturers, designers and builders. Over 70 years, construction techniques and geometric knowledge have developed considerably. There has been a shift from studying the constructional properties of surfaces formed from straight lines (like the hyperbolic paraboloid) to surfaces made up of an assembly of circles, which are currently studied in discrete differential geometry. Likewise, there has been a shift from construction methods based on intensive use of labor carrying and troweling buckets of concrete to high-tech digital fabrication techniques such as <a href=\"https:\/\/ingenius.ecoledesponts.fr\/en\/articles\/what-is-3d-concrete-printing-about\/\" target=\"_blank\" rel=\"noreferrer noopener\">3D concrete printing<\/a>. However, the pioneering spirit remains, i.e., the idea that good design, which is equally economical, effective and elegant, involves a mastery of geometry that alone enables an understanding of the channeling of forces in the structure and construction process.<\/p>\n"],"rendered":"\n<p>All the engineers and architects mentioned so far were members of the IASS (<a href=\"http:\/\/www.iass-structures.org\"><em>International Association for Shell and Spatial Structures<\/em><\/a>), founded in 1959 by Eduardo Torroja, to share practices and visions at its annual symposium. This association still exists and continues to bring together researchers, lecturers, designers and builders. Over 70 years, construction techniques and geometric knowledge have developed considerably. There has been a shift from studying the constructional properties of surfaces formed from straight lines (like the hyperbolic paraboloid) to surfaces made up of an assembly of circles, which are currently studied in discrete differential geometry. Likewise, there has been a shift from construction methods based on intensive use of labor carrying and troweling buckets of concrete to high-tech digital fabrication techniques such as <a href=\"https:\/\/ingenius.ecoledesponts.fr\/en\/articles\/what-is-3d-concrete-printing-about\/\" target=\"_blank\" rel=\"noreferrer noopener\">3D concrete printing<\/a>. However, the pioneering spirit remains, i.e., the idea that good design, which is equally economical, effective and elegant, involves a mastery of geometry that alone enables an understanding of the channeling of forces in the structure and construction process.<\/p>\n"},{"blockName":"enpc\/accordion","attrs":{"title":"REFERENCES :","lock":[],"metadata":[],"className":"wp-block-enpc-accordion","style":""},"innerBlocks":[{"blockName":"core\/paragraph","attrs":{"align":"","content":"Marrey, B. (1992) Nicolas Esquillan, un ing\u00e9nieur d\u2019entreprise,","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p><a href=\"https:\/\/catalogue.bnf.fr\/ark:\/12148\/cb355525166\" target=\"_blank\" rel=\"noreferrer noopener\">Marrey, B. (1992) Nicolas Esquillan, un ing\u00e9nieur d\u2019entreprise,<\/a><\/p>\n","innerContent":["\n<p><a href=\"https:\/\/catalogue.bnf.fr\/ark:\/12148\/cb355525166\" target=\"_blank\" rel=\"noreferrer noopener\">Marrey, B. (1992) Nicolas Esquillan, un ing\u00e9nieur d\u2019entreprise,<\/a><\/p>\n"],"rendered":"\n<p><a href=\"https:\/\/catalogue.bnf.fr\/ark:\/12148\/cb355525166\" target=\"_blank\" rel=\"noreferrer noopener\">Marrey, B. (1992) Nicolas Esquillan, un ing\u00e9nieur d\u2019entreprise,<\/a><\/p>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"Espion, B. (2016) Pioneering hypar thin shell concrete roofs in the 1930s, Beton- und Stahl betonbau 11, n\u00b03, pp159-165.","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p><a href=\"https:\/\/onlinelibrary.wiley.com\/doi\/full\/10.1002\/best.201600001\" target=\"_blank\" rel=\"noreferrer noopener\">Espion, B. (2016) Pioneering hypar thin shell concrete roofs in the 1930s, Beton- und Stahl betonbau 11, n\u00b03, pp159-165<\/a>.<\/p>\n","innerContent":["\n<p><a href=\"https:\/\/onlinelibrary.wiley.com\/doi\/full\/10.1002\/best.201600001\" target=\"_blank\" rel=\"noreferrer noopener\">Espion, B. (2016) Pioneering hypar thin shell concrete roofs in the 1930s, Beton- und Stahl betonbau 11, n\u00b03, pp159-165<\/a>.<\/p>\n"],"rendered":"\n<p><a href=\"https:\/\/onlinelibrary.wiley.com\/doi\/full\/10.1002\/best.201600001\" target=\"_blank\" rel=\"noreferrer noopener\">Espion, B. (2016) Pioneering hypar thin shell concrete roofs in the 1930s, Beton- und Stahl betonbau 11, n\u00b03, pp159-165<\/a>.<\/p>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"Nogue, N. (1999) Les surfaces gauches minces, une aventure constructive des ann\u00e9es trente, Les cahiers de la recherche architecturale et urbaine, pp149-166.","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p><a href=\"https:\/\/librairielecabanon.com\/divers\/3942-les-cahiers-de-l-a-recherche-architecturale-et-urbaine-n-2-3-novembre-1999-metiers-9782858223237.html\" target=\"_blank\" rel=\"noreferrer noopener\">Nogue, N. (1999) Les surfaces gauches minces, une aventure constructive des ann\u00e9es trente, Les cahiers de la recherche architecturale et urbaine, pp149-166.<\/a><\/p>\n","innerContent":["\n<p><a href=\"https:\/\/librairielecabanon.com\/divers\/3942-les-cahiers-de-l-a-recherche-architecturale-et-urbaine-n-2-3-novembre-1999-metiers-9782858223237.html\" target=\"_blank\" rel=\"noreferrer noopener\">Nogue, N. (1999) Les surfaces gauches minces, une aventure constructive des ann\u00e9es trente, Les cahiers de la recherche architecturale et urbaine, pp149-166.<\/a><\/p>\n"],"rendered":"\n<p><a href=\"https:\/\/librairielecabanon.com\/divers\/3942-les-cahiers-de-l-a-recherche-architecturale-et-urbaine-n-2-3-novembre-1999-metiers-9782858223237.html\" target=\"_blank\" rel=\"noreferrer noopener\">Nogue, N. (1999) Les surfaces gauches minces, une aventure constructive des ann\u00e9es trente, Les cahiers de la recherche architecturale et urbaine, pp149-166.<\/a><\/p>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"Aimond, F. (1936), Etude statique des voiles minces en parabolo\u00efde hyperbolique travaillant sans flexion, M\u00e9moires de l\u2019AIPC, 4, pp. 1-112.","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p><a href=\"https:\/\/www.e-periodica.ch\/digbib\/view?pid=bse-me-001:1936:4::7#47\">Aimond, F. (1936), Etude statique des voiles minces en parabolo\u00efde hyperbolique travaillant sans flexion, M\u00e9moires de l\u2019AIPC, 4, pp. 1-112<\/a><a href=\"https:\/\/doi.org\/10.5169\/seals-5075\">.<\/a><\/p>\n","innerContent":["\n<p><a href=\"https:\/\/www.e-periodica.ch\/digbib\/view?pid=bse-me-001:1936:4::7#47\">Aimond, F. (1936), Etude statique des voiles minces en parabolo\u00efde hyperbolique travaillant sans flexion, M\u00e9moires de l\u2019AIPC, 4, pp. 1-112<\/a><a href=\"https:\/\/doi.org\/10.5169\/seals-5075\">.<\/a><\/p>\n"],"rendered":"\n<p><a href=\"https:\/\/www.e-periodica.ch\/digbib\/view?pid=bse-me-001:1936:4::7#47\">Aimond, F. (1936), Etude statique des voiles minces en parabolo\u00efde hyperbolique travaillant sans flexion, M\u00e9moires de l\u2019AIPC, 4, pp. 1-112<\/a><a href=\"https:\/\/doi.org\/10.5169\/seals-5075\">.<\/a><\/p>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"Laffaille, B. (1935), M\u00e9moire sur l\u2019\u00e9tude g\u00e9n\u00e9rale de surfaces gauches minces, M\u00e9moires de l\u2019AIPC, 3, pp.295-332.","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p><a href=\"https:\/\/www.e-periodica.ch\/digbib\/view?pid=bse-me-001:1935:3::20#330\" target=\"_blank\" rel=\"noreferrer noopener\">Laffaille, B. (1935), M\u00e9moire sur l\u2019\u00e9tude g\u00e9n\u00e9rale de surfaces gauches minces, M\u00e9moires de l\u2019AIPC, 3, pp.295-332<\/a>.<\/p>\n","innerContent":["\n<p><a href=\"https:\/\/www.e-periodica.ch\/digbib\/view?pid=bse-me-001:1935:3::20#330\" target=\"_blank\" rel=\"noreferrer noopener\">Laffaille, B. (1935), M\u00e9moire sur l\u2019\u00e9tude g\u00e9n\u00e9rale de surfaces gauches minces, M\u00e9moires de l\u2019AIPC, 3, pp.295-332<\/a>.<\/p>\n"],"rendered":"\n<p><a href=\"https:\/\/www.e-periodica.ch\/digbib\/view?pid=bse-me-001:1935:3::20#330\" target=\"_blank\" rel=\"noreferrer noopener\">Laffaille, B. (1935), M\u00e9moire sur l\u2019\u00e9tude g\u00e9n\u00e9rale de surfaces gauches minces, M\u00e9moires de l\u2019AIPC, 3, pp.295-332<\/a>.<\/p>\n"}],"innerHTML":"\n<div class=\"wp-block-enpc-accordion\">\n\n\n\n\n\n\n\n<\/div>\n","innerContent":["\n<div class=\"wp-block-enpc-accordion\">",null,"\n\n",null,"\n\n",null,"\n\n",null,"\n\n",null,"<\/div>\n"],"rendered":"\n<div class=\"wp-block-enpc-accordion\">\n<p><a href=\"https:\/\/catalogue.bnf.fr\/ark:\/12148\/cb355525166\" target=\"_blank\" rel=\"noreferrer noopener\">Marrey, B. (1992) Nicolas Esquillan, un ing\u00e9nieur d\u2019entreprise,<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/onlinelibrary.wiley.com\/doi\/full\/10.1002\/best.201600001\" target=\"_blank\" rel=\"noreferrer noopener\">Espion, B. (2016) Pioneering hypar thin shell concrete roofs in the 1930s, Beton- und Stahl betonbau 11, n\u00b03, pp159-165<\/a>.<\/p>\n\n\n\n<p><a href=\"https:\/\/librairielecabanon.com\/divers\/3942-les-cahiers-de-l-a-recherche-architecturale-et-urbaine-n-2-3-novembre-1999-metiers-9782858223237.html\" target=\"_blank\" rel=\"noreferrer noopener\">Nogue, N. (1999) Les surfaces gauches minces, une aventure constructive des ann\u00e9es trente, Les cahiers de la recherche architecturale et urbaine, pp149-166.<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.e-periodica.ch\/digbib\/view?pid=bse-me-001:1936:4::7#47\">Aimond, F. (1936), Etude statique des voiles minces en parabolo\u00efde hyperbolique travaillant sans flexion, M\u00e9moires de l\u2019AIPC, 4, pp. 1-112<\/a><a href=\"https:\/\/doi.org\/10.5169\/seals-5075\">.<\/a><\/p>\n\n\n\n<p><a href=\"https:\/\/www.e-periodica.ch\/digbib\/view?pid=bse-me-001:1935:3::20#330\" target=\"_blank\" rel=\"noreferrer noopener\">Laffaille, B. (1935), M\u00e9moire sur l\u2019\u00e9tude g\u00e9n\u00e9rale de surfaces gauches minces, M\u00e9moires de l\u2019AIPC, 3, pp.295-332<\/a>.<\/p>\n<\/div>\n"},{"blockName":"core\/paragraph","attrs":{"align":"","content":"","dropCap":false,"placeholder":"","direction":"","lock":[],"metadata":[],"className":"","style":"","backgroundColor":"","textColor":"","gradient":"","fontSize":"","fontFamily":"","borderColor":"","anchor":""},"innerBlocks":[],"innerHTML":"\n<p><\/p>\n","innerContent":["\n<p><\/p>\n"],"rendered":"\n<p><\/p>\n"}],"seo":{"title":"Felix Candela and the heritage of the French concrete shell pioneers"},"media":{"img":"<img width=\"945\" height=\"571\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1.png\" class=\"attachment-full size-full\" alt=\"Projet de Hangar a\u00e9rien de Fernand Aimond pour minist\u00e8re de l\u2019air (1934) mettant en \u0153uvre un syst\u00e8me de \u00ab parapluies \u00bb form\u00e9s par une composition de parabolo\u00efdes hyperboliques (Archives ENPC)\" decoding=\"async\" loading=\"lazy\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1.png 945w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1-300x181.png 300w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1-768x464.png 768w\" sizes=\"auto, (max-width: 945px) 100vw, 945px\" \/>","src":"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1.png"},"url":"\/en\/articles\/felix-candela-and-the-heritage-of-the-french-concrete-shell-pioneers\/","related":{"post":[],"author":[],"subject":[{"title":"Cities, Urban planning &#038; Construction","url":"\/en\/subjects\/cities-urban-planning-construction\/","id":"936","media":"<img width=\"1920\" height=\"1080\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2022\/11\/Ecole-des-ponts-webmagazine-ville.jpg\" class=\"attachment- size- wp-post-image\" alt=\"\" decoding=\"async\" loading=\"lazy\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2022\/11\/Ecole-des-ponts-webmagazine-ville.jpg 1920w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2022\/11\/Ecole-des-ponts-webmagazine-ville-300x169.jpg 300w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2022\/11\/Ecole-des-ponts-webmagazine-ville-1024x576.jpg 1024w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2022\/11\/Ecole-des-ponts-webmagazine-ville-768x432.jpg 768w\" sizes=\"auto, (max-width: 1920px) 100vw, 1920px\" \/>","slug":"cities-urban-planning-construction"}],"category":[{"title":"Article collection","url":"\/en\/articles\/category\/dossier\/","id":"1720","media":"","slug":"dossier","_related_post_type":"folder"}],"folder":[{"title":"Form, Function and Elegance of Concrete Shells","url":"\/en\/folders\/form-function-and-elegance-of-concrete-shells\/","id":"7935","media":"<img width=\"945\" height=\"571\" src=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1.png\" class=\"attachment- size- wp-post-image\" alt=\"Projet de Hangar a\u00e9rien de Fernand Aimond pour minist\u00e8re de l\u2019air (1934) mettant en \u0153uvre un syst\u00e8me de \u00ab parapluies \u00bb form\u00e9s par une composition de parabolo\u00efdes hyperboliques (Archives ENPC)\" decoding=\"async\" loading=\"lazy\" srcset=\"https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1.png 945w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1-300x181.png 300w, https:\/\/ingenius.ecoledesponts.fr\/wp-content\/uploads\/2025\/03\/image-1-768x464.png 768w\" sizes=\"auto, (max-width: 945px) 100vw, 945px\" \/>","slug":"form-function-and-elegance-of-concrete-shells"}]},"translated":"https:\/\/ingenius.ecoledesponts.fr\/articles\/felix-candela-et-lheritage-des-pionniers-francais-des-coques-en-beton\/","icon":"icon-article","duration":"6","custom_excerpt":"Jorge Hidalgo and Cyril Douthe, the faculty members heading up ENPC\u2019s Structural Design course, look back at the French concrete shell engineers, builders and theorists who inspired Felix Candela, and their heritage.","duration_type":"","_links":{"self":[{"href":"https:\/\/ingenius.ecoledesponts.fr\/en\/wp-json\/wp\/v2\/posts\/7799","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/ingenius.ecoledesponts.fr\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/ingenius.ecoledesponts.fr\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/ingenius.ecoledesponts.fr\/en\/wp-json\/wp\/v2\/users\/9"}],"replies":[{"embeddable":true,"href":"https:\/\/ingenius.ecoledesponts.fr\/en\/wp-json\/wp\/v2\/comments?post=7799"}],"version-history":[{"count":5,"href":"https:\/\/ingenius.ecoledesponts.fr\/en\/wp-json\/wp\/v2\/posts\/7799\/revisions"}],"predecessor-version":[{"id":9000,"href":"https:\/\/ingenius.ecoledesponts.fr\/en\/wp-json\/wp\/v2\/posts\/7799\/revisions\/9000"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/ingenius.ecoledesponts.fr\/en\/wp-json\/wp\/v2\/media\/7791"}],"wp:attachment":[{"href":"https:\/\/ingenius.ecoledesponts.fr\/en\/wp-json\/wp\/v2\/media?parent=7799"}],"wp:term":[{"taxonomy":"article-types","embeddable":true,"href":"https:\/\/ingenius.ecoledesponts.fr\/en\/wp-json\/wp\/v2\/article-types?post=7799"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}