{"id":1591,"date":"2012-04-27T09:30:00","date_gmt":"2012-04-27T07:30:00","guid":{"rendered":"https:\/\/blogs.autodesk.com\/villagebim\/2012\/04\/robot-structural-analysis-2013-methode-des-charges-sismiques-simplifiees.html"},"modified":"2021-02-09T23:40:42","modified_gmt":"2021-02-09T21:40:42","slug":"robot-structural-analysis-2013-methode-des-charges-sismiques-simplifiees","status":"publish","type":"post","link":"https:\/\/blogs.autodesk.com\/villagebim\/2012\/04\/robot-structural-analysis-2013-methode-des-charges-sismiques-simplifiees.html","title":{"rendered":"Robot Structural Analysis 2013 : M\u00e9thode des charges sismiques simplifi\u00e9es"},"content":{"rendered":"

Dans les nouveaut\u00e9s de la version Robot Structural Analysis 2013 est apparue la possibilit\u00e9 de g\u00e9n\u00e9rer des charges sismiques simplifi\u00e9es.<\/p>\n

Celles-ci peuvent \u00eatre g\u00e9n\u00e9r\u00e9es selon trois normes:<\/p>\n

– Europ\u00e9enne (EN 1998-1),<\/p>\n

– Australienne (AS 1170-4:2007),<\/p>\n

– Am\u00e9ricaine (ASCE 7-10 \/ IBC 2009).<\/p>\n

Cette m\u00e9thode reprend les formulations de chacun des r\u00e8glements, notamment le chapitre 4.3.3.2 pour l\u2019Eurocode 8 (M\u00e9thode d\u2019analyse par forces lat\u00e9rales). <\/p>\n

\"Charges<\/a><\/p>\n

Attention au domaine d\u2019application de cette m\u00e9thode !<\/span> Pour l\u2019Eurocode 8, celui-ci borne son application aux b\u00e2timents r\u00e9guliers en \u00e9l\u00e9vation avec une p\u00e9riode de vibration T1 inf\u00e9rieure \u00e0 certaines limites.<\/p>\n

Vous trouvez ci-dessous, une vid\u00e9o illustrant cette nouveaut\u00e9.<\/p>\n

 <\/p>\n","protected":false},"excerpt":{"rendered":"

Dans les nouveaut\u00e9s de la version Robot Structural Analysis 2013 est apparue la possibilit\u00e9 de g\u00e9n\u00e9rer des charges sismiques simplifi\u00e9es. Celles-ci peuvent \u00eatre g\u00e9n\u00e9r\u00e9es selon trois normes: – Europ\u00e9enne (EN 1998-1), – Australienne (AS 1170-4:2007), – Am\u00e9ricaine (ASCE 7-10 \/ IBC 2009). Cette m\u00e9thode reprend les formulations de chacun des r\u00e8glements, notamment le chapitre 4.3.3.2 […]<\/p>\n","protected":false},"author":8051,"featured_media":2472,"menu_order":0,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"inline_featured_image":false,"footnotes":""},"categories":[26,17,58],"tags":[13,20,2983,1800,311,1455,2984,2982],"class_list":["post-1591","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-conception","category-nouveautes","category-structure","tag-autocad","tag-autodesk","tag-calcul-sismique","tag-eurocode-8","tag-ingenierie","tag-ingenieur","tag-methode-des-charges-sismiques-simplifiees","tag-robot-structural-analysis-2013","dhig-theme--light"],"acf":[],"_links":{"self":[{"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/posts\/1591","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/users\/8051"}],"replies":[{"embeddable":true,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/comments?post=1591"}],"version-history":[{"count":0,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/posts\/1591\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/media\/2472"}],"wp:attachment":[{"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/media?parent=1591"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/categories?post=1591"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/blogs.autodesk.com\/villagebim\/wp-json\/wp\/v2\/tags?post=1591"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}