{"id":373,"date":"2021-12-15T15:14:34","date_gmt":"2021-12-15T15:14:34","guid":{"rendered":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/?p=373"},"modified":"2021-12-16T14:25:46","modified_gmt":"2021-12-16T14:25:46","slug":"sap2000-plate-girder-behaviour","status":"publish","type":"post","link":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/2021\/12\/15\/sap2000-plate-girder-behaviour\/","title":{"rendered":"SAP2000 Plate Girder Behaviour"},"content":{"rendered":"<p>SAP2000: Plate Girder Behaviour, buckling, post-buckling and collapse of panel in shear. Nonlinear anaysis with initial imperfection based on buckling shape, fully vonmises plasticity. Combined mechanism. Boundary conditions.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-374 size-full\" src=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7C.jpg\" alt=\"\" width=\"1440\" height=\"862\" srcset=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7C.jpg 1440w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7C-300x180.jpg 300w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7C-1024x613.jpg 1024w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7C-768x460.jpg 768w\" sizes=\"auto, (max-width: 1440px) 100vw, 1440px\" \/> <img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-375 size-full\" src=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7.jpg\" alt=\"\" width=\"1440\" height=\"861\" srcset=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7.jpg 1440w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7-300x179.jpg 300w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7-1024x612.jpg 1024w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7-768x459.jpg 768w\" sizes=\"auto, (max-width: 1440px) 100vw, 1440px\" \/> <img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-376 size-full\" src=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7B..jpg\" alt=\"\" width=\"1440\" height=\"862\" srcset=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7B..jpg 1440w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7B.-300x180.jpg 300w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7B.-1024x613.jpg 1024w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/SAP7B.-768x460.jpg 768w\" sizes=\"auto, (max-width: 1440px) 100vw, 1440px\" \/><\/p>\n","protected":false},"excerpt":{"rendered":"<p>SAP2000: Plate Girder Behaviour, buckling, post-buckling and collapse of panel in shear. Nonlinear anaysis with initial imperfection based on buckling shape, fully vonmises plasticity. Combined mechanism. Boundary conditions.<\/p>\n<div class=\"wrap-excerpt-more\"><a class=\"excerpt-more\" href=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/2021\/12\/15\/sap2000-plate-girder-behaviour\/\">Read more<\/a><\/div>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_mi_skip_tracking":false,"footnotes":""},"categories":[22,7],"tags":[],"class_list":["post-373","post","type-post","status-publish","format-standard","hentry","category-all","category-modellazionefem","post--no-featured-image"],"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/posts\/373","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/comments?post=373"}],"version-history":[{"count":1,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/posts\/373\/revisions"}],"predecessor-version":[{"id":377,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/posts\/373\/revisions\/377"}],"wp:attachment":[{"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/media?parent=373"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/categories?post=373"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/tags?post=373"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}