{"id":74087,"date":"2025-04-01T15:30:29","date_gmt":"2025-04-01T15:30:29","guid":{"rendered":"https:\/\/cwc.ca\/?post_type=mpcs-lesson&#038;p=74087"},"modified":"2025-04-14T20:16:43","modified_gmt":"2025-04-14T20:16:43","slug":"part-2-3-term-vs-4-term-deflection-equation-an-example","status":"publish","type":"mpcs-lesson","link":"https:\/\/cwc.ca\/fr\/courses\/shearwalls-course\/lessons\/partie-2-equation-de-deflexion-a-3-termes-vs-4-termes-un-exemple\/","title":{"rendered":"Partie 2 : \u00c9quation de d\u00e9flexion \u00e0 3 termes ou \u00e0 4 termes : Un exemple"},"content":{"rendered":"<h2 class=\"wp-block-heading\">Introduction<\/h2>\n\n\n\n<p>Cette vid\u00e9o compare les \u00e9quations de d\u00e9flexion \u00e0 3 termes et \u00e0 4 termes de la version canadienne du <em>Programme de murs de refend<\/em> en utilisant un mod\u00e8le de mur de cisaillement plus complexe. L'analyse porte sur une structure de 10 m\u00e8tres de long avec trois segments de mur, en consid\u00e9rant des cas de charge \u00e0 50% et 100% de capacit\u00e9 de r\u00e9sistance au cisaillement. Les r\u00e9sultats montrent qu'\u00e0 des charges plus faibles, l'\u00e9quation \u00e0 trois termes pr\u00e9dit des d\u00e9flexions l\u00e9g\u00e8rement plus \u00e9lev\u00e9es que l'\u00e9quation \u00e0 quatre termes, mais qu'\u00e0 pleine capacit\u00e9, les deux \u00e9quations produisent des r\u00e9sultats presque identiques. Cela confirme la pr\u00e9cision de l'approche non lin\u00e9aire dans les sc\u00e9narios de charge \u00e9lev\u00e9e.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">R\u00e9sultats de l'apprentissage<\/h2>\n\n\n\n<p>A la fin de cette le\u00e7on, vous serez capable de :<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Comparer les \u00e9quations de d\u00e9flexion \u00e0 3 termes et \u00e0 4 termes utilis\u00e9es dans l'analyse des murs de cisaillement dans la version canadienne de la norme <em>Programme de murs de refend<\/em>.<\/li>\n\n\n\n<li>Analyser les effets de diff\u00e9rents sc\u00e9narios de charge (50% contre 100% de capacit\u00e9 de r\u00e9sistance au cisaillement) sur les calculs de d\u00e9flexion.<\/li>\n\n\n\n<li>Interpr\u00e9ter l'impact de la distribution des mat\u00e9riaux et de la segmentation des murs sur les performances des murs de cisaillement dans les mod\u00e8les structurels.<\/li>\n\n\n\n<li>\u00c9valuer la pr\u00e9cision des \u00e9quations de d\u00e9flexion non lin\u00e9aires et lin\u00e9aires dans des conditions de charge variables.<\/li>\n<\/ul>\n\n\n\n<div style=\"height:35px\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<div style=\"height:35px\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n\n<h2 class=\"wp-block-heading\">Vid\u00e9o d'instruction (Partie 2 de 2)<\/h2>\n\n\n\n<p><em>Dur\u00e9e de la vid\u00e9o : 04:04 minutes<\/em><\/p>\n\n\n\n<figure class=\"wp-block-embed is-type-video is-provider-vimeo wp-block-embed-vimeo wp-embed-aspect-16-9 wp-has-aspect-ratio\"><div class=\"wp-block-embed__wrapper\">\n<span class=\"xi9cGvwHQpCEP6zbstlWZoKu1eX0ITJrkyj2qgSdmf84LOBF37hDYVAN5a\"><div class=\"responsive-video\"><iframe src=\"https:\/\/player.vimeo.com\/video\/1066557360?dnt=1&amp;app_id=122963\" width=\"800\" height=\"425\" frameborder=\"0\" allow=\"autoplay; fullscreen; picture-in-picture; clipboard-write; encrypted-media\"><\/iframe><\/div><\/span>\n<\/div><\/figure>\n\n\n\n<p><strong>Cette vid\u00e9o utilise un fichier de projet qui peut \u00eatre t\u00e9l\u00e9charg\u00e9 ci-dessous.<\/strong><\/p>\n\n\n\n<div class=\"wp-block-buttons is-content-justification-center is-layout-flex wp-container-core-buttons-is-layout-1 wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button is-style-fill\"><a class=\"wp-block-button__link wp-element-button\" href=\"https:\/\/s3.amazonaws.com\/cwcwebfiles\/3-term+and+4-term+Equation.wsw\" target=\"_blank\" rel=\"noopener\">Dossier de projet E<\/a><\/div>\n<\/div>\n\n\n\n<p><\/p>","protected":false},"featured_media":0,"template":"","mpcs-curriculum-categories":[],"mpcs-curriculum-tags":[862,863,879,891],"class_list":["post-74087","mpcs-lesson","type-mpcs-lesson","status-publish","hentry","mpcs-curriculum-tags-canadian","mpcs-curriculum-tags-english","mpcs-curriculum-tags-lesson-5","mpcs-curriculum-tags-shearwall"],"acf":[],"_links":{"self":[{"href":"https:\/\/cwc.ca\/fr\/wp-json\/wp\/v2\/mpcs-lesson\/74087","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/cwc.ca\/fr\/wp-json\/wp\/v2\/mpcs-lesson"}],"about":[{"href":"https:\/\/cwc.ca\/fr\/wp-json\/wp\/v2\/types\/mpcs-lesson"}],"version-history":[{"count":0,"href":"https:\/\/cwc.ca\/fr\/wp-json\/wp\/v2\/mpcs-lesson\/74087\/revisions"}],"wp:attachment":[{"href":"https:\/\/cwc.ca\/fr\/wp-json\/wp\/v2\/media?parent=74087"}],"wp:term":[{"taxonomy":"mpcs-curriculum-categories","embeddable":true,"href":"https:\/\/cwc.ca\/fr\/wp-json\/wp\/v2\/mpcs-curriculum-categories?post=74087"},{"taxonomy":"mpcs-curriculum-tags","embeddable":true,"href":"https:\/\/cwc.ca\/fr\/wp-json\/wp\/v2\/mpcs-curriculum-tags?post=74087"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}