{"id":2200,"date":"2026-04-27T12:22:41","date_gmt":"2026-04-27T12:22:41","guid":{"rendered":"https:\/\/protasoftware.com\/fr\/wiki\/vue-d-ensemble-de-l-analyse-du-batiment\/"},"modified":"2026-04-27T12:22:41","modified_gmt":"2026-04-27T12:22:41","slug":"vue-d-ensemble-de-l-analyse-du-batiment","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/fr\/support\/manuels-techniques\/vue-d-ensemble-de-l-analyse-du-batiment\/","title":{"rendered":"Vue d’ensemble de l’analyse du b\u00e2timent"},"content":{"rendered":"
Une fois la structure mod\u00e9lis\u00e9e et les param\u00e8tres et charges d\u00e9finis, vous pouvez g\u00e9n\u00e9rer les efforts de calcul des \u00e9l\u00e9ments. Ils sont d\u00e9termin\u00e9s par une analyse 3D de l’ensemble du b\u00e2timent.<\/div>\n
<\/div>\n
Les \u00e9tapes pr\u00e9c\u00e9dant et suivant l’analyse, ainsi que les options d’analyse disponibles, sont d\u00e9crites en d\u00e9tail dans les sections suivantes :<\/div>\n
    \n
  1. Options du mod\u00e8le<\/a><\/li>\n
  2. Analyse du b\u00e2timent<\/a><\/li>\n
  3. Interpr\u00e9tation des zones rigides<\/a><\/li>\n
  4. Exemple de mod\u00e9lisation d’un diaphragme<\/a><\/li>\n
  5. Diff\u00e9rence entre l’analyse du b\u00e2timent et l’analyse EF de plancher<\/a><\/li>\n
  6. Fusion des r\u00e9sultats EF des poteaux et poutres, avec exemple<\/a> <\/li>\n
  7. Mod\u00e8le analytique<\/a><\/li>\n
  8. Diagramme de calcul d\u00e9taill\u00e9<\/a><\/li>\n
  9. Rapports <\/a><\/li>\n
  10. V\u00e9rification du mod\u00e8le du b\u00e2timent<\/a><\/li>\n
  11. Pr\u00e9sentation du rapport de comparaison des charges axiales (exemple d\u00e9taill\u00e9)<\/a><\/li>\n
  12. V\u00e9rifier les avertissements de singularit\u00e9 ou de grande d\u00e9formation pendant l’analyse du b\u00e2timent<\/a><\/li>\n
  13. Avertissement d’analyse : n\u0153uds du diaphragme non coplanaires<\/a><\/li>\n
  14. Sensibilit\u00e9 au d\u00e9placement lat\u00e9ral et effets du second ordre<\/a><\/li>\n
  15. Analyse par phases de construction<\/a><\/li>\n
  16. Liaisons rigides cr\u00e9\u00e9es automatiquement dans les poteaux pour supporter les poutres excentr\u00e9es<\/a><\/li>\n
  17. Liaison rigide cr\u00e9\u00e9e dans le poteau lorsque la hauteur de la poutre est sup\u00e9rieure ou \u00e9gale \u00e0 la hauteur d’\u00e9tage
    <\/a><\/li>\n
  18. Mod\u00e9lisation du contour des poteaux pour les mod\u00e8les de plancher-dalle et de dalle de transfert<\/a><\/li>\n<\/ol>\n
    <\/div>\n","protected":false},"excerpt":{"rendered":"

    Une fois la structure mod\u00e9lis\u00e9e et les param\u00e8tres et charges d\u00e9finis, vous pouvez g\u00e9n\u00e9rer les efforts de calcul des \u00e9l\u00e9ments. Ils sont d\u00e9termin\u00e9s par une…<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"template":"","meta":{"_whitepaper_youtube_videos":"","_whitepaper_youtube_url":"","_whitepaper_youtube_thumbnail":"","footnotes":""},"categories":[32],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-2200","wiki","type-wiki","status-publish","hentry","category-building-analysis"],"yoast_head":"\nVue d'ensemble de l'analyse du b\u00e2timent - Prota Software<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/protasoftware.com\/fr\/support\/manuels-techniques\/vue-d-ensemble-de-l-analyse-du-batiment\/\" \/>\n<meta property=\"og:locale\" content=\"fr_FR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Prota Software\" \/>\n<meta property=\"og:description\" content=\"Une fois la structure mod\u00e9lis\u00e9e et les param\u00e8tres et charges d\u00e9finis, vous pouvez g\u00e9n\u00e9rer les efforts de calcul des \u00e9l\u00e9ments. 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