{"id":7685,"date":"2025-12-08T13:22:56","date_gmt":"2025-12-08T13:22:56","guid":{"rendered":"https:\/\/www.buildsoft.eu\/reference-projects\/facade-zuiderzicht\/"},"modified":"2026-07-28T11:46:10","modified_gmt":"2026-07-28T11:46:10","slug":"facade-zuiderzicht","status":"publish","type":"reference-project","link":"https:\/\/www.buildsoft.eu\/fr\/references\/facade-zuiderzicht\/","title":{"rendered":"Fa\u00e7ade Zuiderzicht"},"content":{"rendered":"\n<p><em>\u00a9 Tim Fisher Photography<\/em><\/p>\n\n<p>Le projet de fa\u00e7ade Zuiderzicht, command\u00e9 par Loveld, portait sur l&rsquo;analyse d&rsquo;une seconde fa\u00e7ade, purement architecturale : une ossature de poutres et de colonnes en b\u00e9ton sabl\u00e9 blanc entourant une tour r\u00e9sidentielle de 80 m\u00e8tres et reli\u00e9e \u00e0 sa structure porteuse principale, la premi\u00e8re d&rsquo;un ensemble de six tours du projet Zuiderzicht \u00e0 Anvers. L&rsquo;architecte ayant d\u00e9j\u00e0 fix\u00e9 les dimensions des colonnes, Cobe a utilis\u00e9 Diamonds pour construire un mod\u00e8le d&rsquo;analyse 2D distinct par fa\u00e7ade, centr\u00e9 sur le calcul des armatures en b\u00e9ton sous charges de vent et avec les conditions aux limites appropri\u00e9es.<\/p>\n\n<h2 class=\"wp-block-heading\">Le projet<\/h2>\n\n<p>\u00ab L&rsquo;analyse de fa\u00e7ade en b\u00e9ton Zuiderzicht, command\u00e9e par Loveld, est vraiment un projet tr\u00e8s sp\u00e9cial au sein de notre portefeuille \u00bb, d\u00e9clare Koen Van Nevel. Cette analyse porte sur une structure porteuse compos\u00e9e de poutres et de colonnes en b\u00e9ton sabl\u00e9 blanc, \u00e9rig\u00e9e en seconde fa\u00e7ade autour d&rsquo;une tour r\u00e9sidentielle de 80 m\u00e8tres de haut et reli\u00e9e \u00e0 la structure porteuse de celle-ci. Cette tour r\u00e9sidentielle est la premi\u00e8re d&rsquo;un ensemble de six tours construites \u00e0 Anvers dans le cadre du projet immobilier r\u00e9sidentiel Zuiderzicht.<\/p>\n\n<h2 class=\"wp-block-heading\">Mod\u00e9liser chaque fa\u00e7ade en 2D : appuis rigides et colonnes encastr\u00e9es \u00e0 la base<\/h2>\n\n<p>L&rsquo;analyse de cette structure porte moins sur le dimensionnement des colonnes (d\u00e9fini par l&rsquo;architecte) que sur le calcul des armatures du b\u00e9ton. Afin d&rsquo;obtenir une vision d&rsquo;ensemble du projet, nous avons utilis\u00e9 Diamonds pour cr\u00e9er un mod\u00e8le d&rsquo;analyse 2D pour chaque fa\u00e7ade et l&rsquo;avons compl\u00e9t\u00e9 par les charges de vent et les conditions aux limites appropri\u00e9es. La structure porteuse a \u00e9t\u00e9 d\u00e9finie avec des appuis rigides perpendiculaires \u00e0 la surface de la fa\u00e7ade, tandis que les colonnes en b\u00e9ton ont \u00e9t\u00e9 encastr\u00e9es au niveau du sol.<\/p>\n\n<h2 class=\"wp-block-heading\">L&rsquo;analyse de fa\u00e7ade au sein d&rsquo;un portefeuille d&rsquo;ing\u00e9nierie structurelle vari\u00e9<\/h2>\n\n<p>L&rsquo;analyse de fa\u00e7ade n&rsquo;est peut-\u00eatre pas l&rsquo;exemple le plus courant que l&rsquo;on s&rsquo;attend \u00e0 trouver dans le portfolio d&rsquo;un bureau d&rsquo;\u00e9tudes sp\u00e9cialis\u00e9 en conception structurelle. Pourtant, le portfolio de Cobe est tr\u00e8s complet. Et gr\u00e2ce \u00e0 Diamonds de BuildSoft, nous avons pu r\u00e9aliser des analyses de grande qualit\u00e9. Gr\u00e2ce \u00e0 ce logiciel, nos ing\u00e9nieurs de projet peuvent g\u00e9rer efficacement les nombreux d\u00e9fis qu&rsquo;ils rencontrent dans divers projets. Apr\u00e8s tout, nous utilisons le logiciel d&rsquo;analyse structurelle BuildSoft depuis le tout d\u00e9but, en 1999. Cela ne parle pas de lui-m\u00eame ?<\/p>\n\n<h2 class=\"wp-block-heading\" id=\"FAQ\">FAQ<\/h2>\n<div class=\"wp-block-uagb-faq uagb-faq__outer-wrap uagb-block-fe71c529 uagb-faq-icon-row uagb-faq-layout-accordion uagb-faq-expand-first-true uagb-faq-inactive-other-true uagb-faq__wrap uagb-buttons-layout-wrap uagb-faq-equal-height     \" data-faqtoggle=\"true\" role=\"tablist\"><script type=\"application\/ld+json\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@type\":\"FAQPage\",\"@id\":\"https:\\\/\\\/www.buildsoft.eu\\\/fr\\\/references\\\/facade-zuiderzicht\\\/\",\"mainEntity\":[{\"@type\":\"Question\",\"name\":\"Pourquoi mod\\u00e9liser chaque fa\\u00e7ade s\\u00e9par\\u00e9ment en 2D plut\\u00f4t que de construire un seul mod\\u00e8le 3D de toute la structure secondaire ?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"Lorsqu'une ossature de fa\\u00e7ade secondaire est reli\\u00e9e \\u00e0 la structure principale d'un b\\u00e2timent en des points d'appui d\\u00e9finis, et que la question de conception principale porte sur les armatures plut\\u00f4t que sur la stabilit\\u00e9 globale du syst\\u00e8me combin\\u00e9, un mod\\u00e8le 2D par fa\\u00e7ade permet aux ing\\u00e9nieurs d'appliquer les bonnes charges de vent et conditions aux limites \\u00e0 chaque face individuellement, tout en gardant une vue d'ensemble claire et g\\u00e9rable. Un seul mod\\u00e8le 3D de l'ossature compl\\u00e8te ajouterait de la complexit\\u00e9 sans changer la r\\u00e9ponse \\u00e0 la v\\u00e9ritable question de conception pos\\u00e9e.\"}}]}<\/script><div class=\"wp-block-uagb-faq-child uagb-faq-child__outer-wrap uagb-faq-item uagb-block-09dad7e6 \" role=\"tab\" tabindex=\"0\"><div class=\"uagb-faq-questions-button uagb-faq-questions\">\t\t\t<span class=\"uagb-icon uagb-faq-icon-wrap\">\n\t\t\t\t\t\t\t\t<svg xmlns=\"https:\/\/www.w3.org\/2000\/svg\" viewBox= \"0 0 448 512\"><path d=\"M432 256c0 17.69-14.33 32.01-32 32.01H256v144c0 17.69-14.33 31.99-32 31.99s-32-14.3-32-31.99v-144H48c-17.67 0-32-14.32-32-32.01s14.33-31.99 32-31.99H192v-144c0-17.69 14.33-32.01 32-32.01s32 14.32 32 32.01v144h144C417.7 224 432 238.3 432 256z\"><\/path><\/svg>\n\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t<span class=\"uagb-icon-active uagb-faq-icon-wrap\">\n\t\t\t\t\t\t\t\t<svg xmlns=\"https:\/\/www.w3.org\/2000\/svg\" viewBox= \"0 0 448 512\"><path d=\"M400 288h-352c-17.69 0-32-14.32-32-32.01s14.31-31.99 32-31.99h352c17.69 0 32 14.3 32 31.99S417.7 288 400 288z\"><\/path><\/svg>\n\t\t\t\t\t\t\t<\/span>\n\t\t\t<span class=\"uagb-question\">Pourquoi mod\u00e9liser chaque fa\u00e7ade s\u00e9par\u00e9ment en 2D plut\u00f4t que de construire un seul mod\u00e8le 3D de toute la structure secondaire ?<\/span><\/div><div class=\"uagb-faq-content\"><p>Lorsqu&rsquo;une ossature de fa\u00e7ade secondaire est reli\u00e9e \u00e0 la structure principale d&rsquo;un b\u00e2timent en des points d&rsquo;appui d\u00e9finis, et que la question de conception principale porte sur les armatures plut\u00f4t que sur la stabilit\u00e9 globale du syst\u00e8me combin\u00e9, un mod\u00e8le 2D par fa\u00e7ade permet aux ing\u00e9nieurs d&rsquo;appliquer les bonnes charges de vent et conditions aux limites \u00e0 chaque face individuellement, tout en gardant une vue d&rsquo;ensemble claire et g\u00e9rable. Un seul mod\u00e8le 3D de l&rsquo;ossature compl\u00e8te ajouterait de la complexit\u00e9 sans changer la r\u00e9ponse \u00e0 la v\u00e9ritable question de conception pos\u00e9e.<\/p><\/div><\/div><\/div>","protected":false},"author":1,"template":"","meta":{"_uag_custom_page_level_css":"","site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center 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