{"id":2205,"date":"2026-04-27T12:26:10","date_gmt":"2026-04-27T12:26:10","guid":{"rendered":"https:\/\/protasoftware.com\/fr\/wiki\/exemple-de-modelisation-de-diaphragme\/"},"modified":"2026-04-27T12:26:10","modified_gmt":"2026-04-27T12:26:10","slug":"exemple-de-modelisation-de-diaphragme","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/fr\/support\/manuels-techniques\/exemple-de-modelisation-de-diaphragme\/","title":{"rendered":"Exemple de mod\u00e9lisation de diaphragme"},"content":{"rendered":"<div>\n<p style=\"margin-left: 0.05pt\"><span class=\"colour\">Dans un b\u00e2timent courant, la r\u00e9sistance lat\u00e9rale est assur\u00e9e en quelques points discrets. On suppose que les charges lat\u00e9rales appliqu\u00e9es se r\u00e9partissent vers les syst\u00e8mes de r\u00e9sistance lat\u00e9rale par l&rsquo;action de diaphragme du plancher. Dans <\/span><em><span class=\"colour\">ProtaStructure<\/span><\/em><span class=\"colour\">, la mod\u00e9lisation du diaphragme utilise des contraintes de diaphragme.<br \/><\/span><\/p>\n<p style=\"margin-left: 0.05pt\"><span class=\"colour\">Une contrainte de diaphragme maintient la position relative exacte de tous les n\u0153uds qu&rsquo;elle contraint. La distance entre deux n\u0153uds contraints par un diaphragme ne change jamais. Aucun effort normal ne se d\u00e9veloppe donc dans un \u00e9l\u00e9ment situ\u00e9 dans le plan d&rsquo;un diaphragme, entre deux n\u0153uds contraints.<br \/><\/span><\/p>\n<p><span class=\"colour\">Lors du calcul du b\u00e2timent, le menu Options du mod\u00e8le &gt; onglet Mod\u00e8le de dalle propose 3 options :<\/span><\/p>\n<ul>\n<li><span class=\"colour\">Dalles pour d\u00e9finir des diaphragmes rigides (r\u00e9glage par d\u00e9faut)<br \/><\/span><\/li>\n<li><span class=\"colour\">Diaphragme rigide unique \u00e0 chaque niveau<br \/><\/span><\/li>\n<li><span class=\"colour\">Aucun diaphragme rigide aux niveaux de plancher.<\/span><\/li>\n<\/ul>\n<p><span class=\"colour\">Les diff\u00e9rences entre ces options sont illustr\u00e9es avec le mod\u00e8le simple ci-dessous.<\/span><\/p>\n<p><img decoding=\"async\" data-zdeskdocselectedclass=\"best\" data-zdeskdocid=\"img_13419869281245234\" class=\"docsimage\" style=\"padding: 0px;max-width: 100%;width: 678px;height: auto\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/09\/hc-60d8f037e716.jpg\"><\/p>\n<h2 class=\"toc_anchors\" id=\"Slabs_to_define_rigid_diaphragms_Default_Setting\">Dalles pour d\u00e9finir des diaphragmes rigides (r\u00e9glage par d\u00e9faut)<br \/><\/h2>\n<p><span class=\"colour\">Si le b\u00e2timent est calcul\u00e9 avec ce r\u00e9glage, <\/span><em><span class=\"colour\">ProtaStructure<\/span><\/em><span class=\"colour\"> d\u00e9tecte les zones distinctes de dalles interconnect\u00e9es et cr\u00e9e des diaphragmes s\u00e9par\u00e9s selon les besoins. Des charges fictives distinctes sont calcul\u00e9es et appliqu\u00e9es \u00e0 chaque zone de diaphragme. Ces charges fictives appliqu\u00e9es et les d\u00e9placements qui en r\u00e9sultent sont tous visibles dans <\/span><b><span class=\"colour\">Afficher le mod\u00e8le analytique<\/span><\/b><span class=\"colour\">.<br \/><\/span><\/p>\n<p><span class=\"colour\">Le moyen le plus simple de v\u00e9rifier que 2 diaphragmes distincts ont \u00e9t\u00e9 cr\u00e9\u00e9s est d&rsquo;activer \u00ab <\/span><strong><span class=\"colour\">Diaphragmes<\/span><\/strong><span class=\"colour\"> \u00bb &amp; d&rsquo;observer la vue exag\u00e9r\u00e9e des \u00ab <\/span><strong><span class=\"colour\">D\u00e9placements<\/span><\/strong><span class=\"colour\"> \u00bb dans le&nbsp;<\/span><strong><span class=\"colour\">Afficher le mod\u00e8le analytique<\/span><\/strong><span class=\"colour\">.<\/span><\/p>\n<\/p>\n<div id=\"target_mov_img_7369374604163914\" class=\"target_moving\"><img decoding=\"async\" data-zdeskdocselectedclass=\"original\" data-zdeskdocid=\"img_7369374604163914\" class=\"docsimage\" style=\"padding: 0px;max-width: 100%\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/09\/hc-6c60c2e351c8.jpg\"><\/div>\n<p><\/p>\n<p><span class=\"colour\">Pour chacune des deux zones de diaphragme, un centre de masse distinct est d\u00e9termin\u00e9. La charge fictive est appliqu\u00e9e \u00e0 cette position. La vue ci-dessus montre les valeurs du cas <\/span><em><span class=\"colour\">Fy<\/span><\/em><span class=\"colour\"> dans cet exemple. La masse des voiles augmente la charge fictive appliqu\u00e9e dans la zone de diaphragme de gauche. La zone de droite se d\u00e9place clairement de fa\u00e7on ind\u00e9pendante par rapport \u00e0 la zone de gauche, mieux retenue par les voiles que par l&rsquo;action de portique.<\/span><\/p>\n<h2 class=\"toc_anchors\" id=\"Single_rigid_diaphragm_at_each_floor_level\">Diaphragme rigide unique \u00e0 chaque niveau<br \/><\/h2>\n<p><span class=\"colour\">Si le b\u00e2timent est calcul\u00e9 avec ce r\u00e9glage, <\/span><em><span class=\"colour\">ProtaStructure<\/span><\/em><span class=\"colour\"> applique une contrainte de diaphragme unique \u00e0 chaque n\u0153ud, \u00e0 tout niveau donn\u00e9. L&rsquo;existence des dalles est totalement ignor\u00e9e. Une seule charge fictive est calcul\u00e9e et appliqu\u00e9e au centre de masse global, comme montr\u00e9 ci-dessous.<br \/><\/span><\/p>\n<p><span class=\"colour\">L\u00e0 encore, le moyen le plus simple de v\u00e9rifier que le diaphragme unique a \u00e9t\u00e9 cr\u00e9\u00e9 est d&rsquo;activer \u00ab <\/span><strong><span class=\"colour\">Diaphragmes<\/span><\/strong><span class=\"colour\"> \u00bb &amp; d&rsquo;observer la vue exag\u00e9r\u00e9e des \u00ab <\/span><strong><span class=\"colour\">D\u00e9placements<\/span><\/strong><span class=\"colour\"> \u00bb dans <\/span><strong><span class=\"colour\">Afficher le mod\u00e8le analytique<\/span><\/strong><span class=\"colour\">.<\/span><\/p>\n<\/p>\n<div id=\"target_mov_img_515257468869097\" class=\"target_moving\"><img decoding=\"async\" data-zdeskdocselectedclass=\"original\" data-zdeskdocid=\"img_515257468869097\" class=\"docsimage\" style=\"padding: 0px;max-width: 100%\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/09\/hc-ecfa315bd812.jpg\"><\/div>\n<p><\/p>\n<p><span class=\"colour\">Cette fois, tout le niveau se d\u00e9place en translation et en rotation, comme un bloc rigide. Le centre de masse, et donc la charge fictive appliqu\u00e9e, est tr\u00e8s excentr\u00e9 par rapport aux voiles de noyau. Dans cet exemple, l&rsquo;effet dominant est la rotation.<\/span><\/p>\n<h2 class=\"toc_anchors\" id=\"No_rigid_diaphragm_floor_levels\"><strong>Aucun diaphragme rigide aux niveaux de plancher<\/strong><br \/><\/h2>\n<p><span class=\"colour\">Si des dalles sont d\u00e9finies mais qu&rsquo;un effet de diaphragme n&rsquo;est pas souhait\u00e9, cette option permet d&rsquo;\u00e9liminer compl\u00e8tement les contraintes de diaphragme. Dans ce cas, des charges fictives sont appliqu\u00e9es s\u00e9par\u00e9ment \u00e0 chaque n\u0153ud du niveau. Ces charges fictives appliqu\u00e9es et les d\u00e9placements qui en r\u00e9sultent sont visibles dans <\/span><b><span class=\"colour\">Afficher le mod\u00e8le analytique<\/span><\/b><span class=\"colour\">. <br \/><\/span><\/p>\n<p><span class=\"colour\">L\u00e0 encore, le moyen le plus simple de v\u00e9rifier qu&rsquo;aucun diaphragme n&rsquo;a \u00e9t\u00e9 cr\u00e9\u00e9 est d&rsquo;activer \u00ab <\/span><strong><span class=\"colour\">Diaphragmes<\/span><\/strong><span class=\"colour\"> \u00bb &amp; d&rsquo;observer la vue exag\u00e9r\u00e9e des \u00ab <\/span><strong><span class=\"colour\">D\u00e9placements<\/span><\/strong><span class=\"colour\"> \u00bb dans le&nbsp;<\/span><strong><span class=\"colour\">Afficher le mod\u00e8le analytique<\/span><\/strong><span class=\"colour\">.<\/span><\/p>\n<\/p>\n<div id=\"target_mov_img_9466491889968077\" class=\"target_moving\"><img decoding=\"async\" data-zdeskdocselectedclass=\"original\" data-zdeskdocid=\"img_9466491889968077\" class=\"docsimage\" style=\"padding: 0px;max-width: 100%\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/09\/hc-b8e4fe04b456.jpg\"><\/div>\n<p><\/p>\n<p><span class=\"colour\">Le portique retenu par le voile bouge \u00e0 peine. Les autres portiques se d\u00e9placent \u00e0 des degr\u00e9s diff\u00e9rents. Les portiques sans voile ont la m\u00eame raideur : les diff\u00e9rences de d\u00e9placement proviennent donc des diff\u00e9rences de charge fictive.<\/span><\/p>\n<h2 class=\"toc_anchors\" id=\"Excluding_Specific_Slabs_from_Diaphragms\"><strong>Exclure des dalles sp\u00e9cifiques des diaphragmes<\/strong><br \/><\/h2>\n<p><span class=\"colour\">Dans l&rsquo;exemple ci-dessus, aucune dalle n&rsquo;\u00e9tait d\u00e9finie dans la zone de liaison entre les trames centrales. Que se passe-t-il si une dalle existe dans cette zone, comme montr\u00e9 ci-dessous ?<\/span><\/p>\n<p><img decoding=\"async\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-18337f5fd6e0fb8aec8472cdaaa4ff97.png\" style=\"padding: 0px;max-width: 100%\"><\/p>\n<p><span class=\"colour\">Si la dalle de liaison est substantielle, on peut consid\u00e9rer qu&rsquo;elle maintient l&rsquo;action de diaphragme entre les deux zones, avec l&rsquo;option par d\u00e9faut&nbsp;<\/span><strong><em><span class=\"colour\">Dalles pour d\u00e9finir des diaphragmes rigides<\/span><\/em><\/strong><span class=\"colour\">. <\/span><span class=\"colour\"><br \/><\/span><\/p>\n<p><span class=\"colour\">Cependant, \u00e0 mesure que la liaison s&rsquo;affine, on finit par consid\u00e9rer qu&rsquo;elle ne peut plus maintenir l&rsquo;action de diaphragme entre les deux zones. <\/span><span class=\"colour\"><br \/><\/span><\/p>\n<p><span class=\"colour\">Dans ce cas, on peut modifier les propri\u00e9t\u00e9s de la dalle et l&rsquo;exclure du diaphragme en cochant &quot;<\/span><strong><span class=\"colour\">La dalle ne contribue pas au diaphragme de plancher<\/span><\/strong><span class=\"colour\">&quot;, comme montr\u00e9 ci-dessus. <\/span><span class=\"colour\"><br \/><\/span><\/p>\n<p><span class=\"colour\">Dans ce cas, on peut toujours utiliser l&rsquo;option par d\u00e9faut <\/span><strong><em><span class=\"colour\">Dalles pour d\u00e9finir des diaphragmes rigides<\/span><\/em><\/strong><span class=\"colour\"> ; le comportement &amp; les d\u00e9placements r\u00e9sultants seront alors identiques \u00e0 la formation de 2 diaphragmes s\u00e9par\u00e9s &amp; distincts (comme montr\u00e9 ci-dessous)<\/span><\/p>\n<div id=\"target_mov_img_2424741621698565\" class=\"target_moving\"><img decoding=\"async\" data-zdeskdocselectedclass=\"original\" data-zdeskdocid=\"img_2424741621698565\" class=\"docsimage currimg\" style=\"padding: 0px;max-width: 100%\" src=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/09\/hc-6c60c2e351c8.jpg\"><\/div>\n<div><\/div>\n<\/div>\n<div><\/div>\n","protected":false},"excerpt":{"rendered":"<p>Dans un b\u00e2timent courant, la r\u00e9sistance lat\u00e9rale est assur\u00e9e en quelques points discrets. On suppose que les charges lat\u00e9rales appliqu\u00e9es se r\u00e9partissent vers les syst\u00e8mes&hellip;<\/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-2205","wiki","type-wiki","status-publish","hentry","category-building-analysis"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v27.9 (Yoast SEO v27.9) - https:\/\/yoast.com\/product\/yoast-seo-premium-wordpress\/ -->\n<title>Exemple de mod\u00e9lisation de diaphragme<\/title>\n<meta name=\"description\" content=\"Exemple de mod\u00e9lisation de diaphragme : hypoth\u00e8ses de calcul, effets sur la r\u00e9partition des charges et comparaison rigide\/semi-rigide dans ProtaStructure.\" \/>\n<meta name=\"robots\" content=\"index, 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