{"id":366,"date":"2021-12-15T15:10:03","date_gmt":"2021-12-15T15:10:03","guid":{"rendered":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/?p=366"},"modified":"2021-12-16T14:25:54","modified_gmt":"2021-12-16T14:25:54","slug":"sap2000-u-shaped-metallic-damper","status":"publish","type":"post","link":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/2021\/12\/15\/sap2000-u-shaped-metallic-damper\/","title":{"rendered":"SAP2000 U-shaped metallic damper"},"content":{"rendered":"<p>SAP2000 &#8211; FEM Model for Cyclic Inelastic Response of an U-shaped metallic damper. A simple, smart, efficient, minimalist damper. Passive energy dissipation system to dynamic control of structures.<br \/>\nNonlinear Direct Integration with an Imposed Displacement Load, nonlinear material behaviour and nonlinear geometry effect. Nonlinear Buckling. Initial geometry imperfection. Static and Dynamic nonlinear analysis.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-367 size-large\" src=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/0a-1024x555.jpg\" alt=\"\" width=\"1021\" height=\"553\" srcset=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/0a-1024x555.jpg 1024w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/0a-300x163.jpg 300w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/0a-768x416.jpg 768w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/0a-1536x832.jpg 1536w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/0a.jpg 1920w\" sizes=\"auto, (max-width: 1021px) 100vw, 1021px\" \/> <img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-368 size-large\" src=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/06-1024x555.jpg\" alt=\"\" width=\"1021\" height=\"553\" srcset=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/06-1024x555.jpg 1024w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/06-300x163.jpg 300w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/06-768x416.jpg 768w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/06-1536x832.jpg 1536w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/06.jpg 1920w\" sizes=\"auto, (max-width: 1021px) 100vw, 1021px\" \/> <img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-369 size-large\" src=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/zz-1024x555.jpg\" alt=\"\" width=\"1021\" height=\"553\" srcset=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/zz-1024x555.jpg 1024w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/zz-300x163.jpg 300w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/zz-768x416.jpg 768w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/zz-1536x832.jpg 1536w, https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/zz.jpg 1920w\" sizes=\"auto, (max-width: 1021px) 100vw, 1021px\" \/><\/p>\n<div style=\"width: 1021px;\" class=\"wp-video\"><video class=\"wp-video-shortcode\" id=\"video-366-1\" width=\"1021\" height=\"574\" preload=\"metadata\" controls=\"controls\"><source type=\"video\/mp4\" src=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/U-shapedMetallicDamper.mp4.mp4?_=1\" \/><a href=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/U-shapedMetallicDamper.mp4.mp4\">https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/U-shapedMetallicDamper.mp4.mp4<\/a><\/video><\/div>\n<p>Reference for U-shaped damper:<br \/>\nU-shaped metallic-yielding damper in building structures: Seismic behavior and<br \/>\ncomparison with a friction damper<br \/>\nSaman Bagheri, Majid Barghian, Farhad Saieri, Ali Farzinfar<br \/>\nFaculty of Civil Engineering, University of Tabriz, Tabriz, Iran<\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>SAP2000 &#8211; FEM Model for Cyclic Inelastic Response of an U-shaped metallic damper. A simple, smart, efficient, minimalist damper. Passive energy dissipation system to dynamic control of structures. Nonlinear Direct Integration with an Imposed Displacement Load, nonlinear material behaviour and nonlinear geometry effect. Nonlinear Buckling. Initial geometry imperfection. Static and &hellip;<\/p>\n<div class=\"wrap-excerpt-more\"><a class=\"excerpt-more\" href=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/2021\/12\/15\/sap2000-u-shaped-metallic-damper\/\">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":[22,7,1],"tags":[],"class_list":["post-366","post","type-post","status-publish","format-standard","hentry","category-all","category-modellazionefem","category-protezionesismica","post--no-featured-image"],"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/posts\/366","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=366"}],"version-history":[{"count":2,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/posts\/366\/revisions"}],"predecessor-version":[{"id":372,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/posts\/366\/revisions\/372"}],"wp:attachment":[{"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/media?parent=366"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/categories?post=366"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/tags?post=366"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}