{"id":378,"date":"2021-12-15T15:24:31","date_gmt":"2021-12-15T15:24:31","guid":{"rendered":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/?p=378"},"modified":"2021-12-16T14:25:37","modified_gmt":"2021-12-16T14:25:37","slug":"fluid-viscous-dampers-to-control-the-dynamic-response","status":"publish","type":"post","link":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/2021\/12\/15\/fluid-viscous-dampers-to-control-the-dynamic-response\/","title":{"rendered":"fluid viscous dampers to control the dynamic response"},"content":{"rendered":"<p>CPC Tower &#8211; Modena (Italy), 2021<br \/>\nSAP2000, Non-linear Dynamic Analysis<br \/>\nPassive energy dissipation system with fluid viscous dampers to control the dynamic and seismic response of the structure.<br \/>\nHybrid bracing system.<br \/>\nOwner:\u00a0<a href=\"https:\/\/www.linkedin.com\/company\/c.p.c.-group\/\" data-attribute-index=\"2\" data-entity-hovercard-id=\"urn:li:fs_miniCompany:11069208\" data-entity-type=\"MINI_COMPANY\">CPC Group<\/a><br \/>\nArchitect:\u00a0<a href=\"https:\/\/www.linkedin.com\/in\/ACoAAAm_kJQBVE_vTKGc7AznHNf_EVXeOhRk3BI\" data-attribute-index=\"4\" data-entity-hovercard-id=\"urn:li:fs_miniProfile:ACoAAAm_kJQBVE_vTKGc7AznHNf_EVXeOhRk3BI\" data-entity-type=\"MINI_PROFILE\">Marcello Dettori<\/a><br \/>\nEngineer:\u00a0<a href=\"https:\/\/www.linkedin.com\/in\/ACoAAAxNAPEBpQJXyt8kdNV03YF75jBqo-ZoY4g\" data-attribute-index=\"6\" data-entity-hovercard-id=\"urn:li:fs_miniProfile:ACoAAAxNAPEBpQJXyt8kdNV03YF75jBqo-ZoY4g\" data-entity-type=\"MINI_PROFILE\">Bruno Dettori<\/a>,\u00a0<a href=\"https:\/\/www.linkedin.com\/in\/ACoAAABUPfsBGhTyRGpGpKFqAzmrMFtOUlT9sJE\" data-attribute-index=\"8\" data-entity-hovercard-id=\"urn:li:fs_miniProfile:ACoAAABUPfsBGhTyRGpGpKFqAzmrMFtOUlT9sJE\" data-entity-type=\"MINI_PROFILE\">Angela Braglia<\/a><br \/>\nphoto credits: Bruno and Marcello Dettori<br \/>\nref.\u00a0<a href=\"https:\/\/lnkd.in\/gwS3qUN\" data-attribute-index=\"17\">https:\/\/lnkd.in\/gwS3qUN<\/a><\/p>\n<div style=\"width: 1021px;\" class=\"wp-video\"><video class=\"wp-video-shortcode\" id=\"video-378-1\" width=\"1021\" height=\"766\" preload=\"metadata\" controls=\"controls\"><source type=\"video\/mp4\" src=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/CPC.mp4?_=1\" \/><a href=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/CPC.mp4\">https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/CPC.mp4<\/a><\/video><\/div>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>CPC Tower &#8211; Modena (Italy), 2021 SAP2000, Non-linear Dynamic Analysis Passive energy dissipation system with fluid viscous dampers to control the dynamic and seismic response of the structure. Hybrid bracing system. Owner:\u00a0CPC Group Architect:\u00a0Marcello Dettori Engineer:\u00a0Bruno Dettori,\u00a0Angela Braglia photo credits: Bruno and Marcello Dettori ref.\u00a0https:\/\/lnkd.in\/gwS3qUN &nbsp;<\/p>\n<div class=\"wrap-excerpt-more\"><a class=\"excerpt-more\" href=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/2021\/12\/15\/fluid-viscous-dampers-to-control-the-dynamic-response\/\">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":[22,1],"tags":[],"class_list":["post-378","post","type-post","status-publish","format-standard","hentry","category-all","category-protezionesismica","post--no-featured-image"],"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/posts\/378","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=378"}],"version-history":[{"count":1,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/posts\/378\/revisions"}],"predecessor-version":[{"id":380,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/posts\/378\/revisions\/380"}],"wp:attachment":[{"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/media?parent=378"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/categories?post=378"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/tags?post=378"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}