{"id":26557,"date":"2022-06-08T06:00:16","date_gmt":"2022-06-08T06:00:16","guid":{"rendered":"https:\/\/eesc.usp.br\/noticias\/posts_s.php?guid=26557"},"modified":"2022-06-24T18:00:13","modified_gmt":"2022-06-24T18:00:13","slug":"fragility-curves-and-failure-models-based-on-damage-mechanics-applied-to-reinforced-concrete-frames-under-seismic-loads","status":"publish","type":"post","link":"https:\/\/eesc.usp.br\/comunicacao-admin\/?p=26557","title":{"rendered":"Fragility Curves and failure models based on damage mechanics applied to reinforced concrete frames under seismic loads."},"content":{"rendered":"\n\n\n\n\n\n\n\n\n\n
Programa:<\/strong> <\/td>\nEngenharia Civil (Engenharia de Estruturas)<\/td>\n<\/tr>\n
N\u00edvel:<\/strong> <\/td>\nDoutorado<\/p>\n<\/td>\n<\/tr>\n
T\u00edtulo:<\/strong> <\/td>\nFragility Curves and failure models based on damage mechanics applied to reinforced concrete frames under seismic loads.<\/p>\n<\/td>\n<\/tr>\n
Aluno:<\/strong> <\/td>\nRubia Mara Bosse<\/p>\n<\/td>\n<\/tr>\n
Orientador:<\/strong> <\/td>\nAndr\u00e9 Te\u00f3filo Beck<\/td>\n<\/tr>\n
Banca:<\/strong> <\/td>\nProf Associado Andr\u00e9 Te\u00f3filo Beck
Prof. Dr. David Leonardo Nascimento de Figueir\u00eado Amorim (UFS)
Prof. Dr. Gustavo Henrique Siqueira (UNICAMP)
Prof. Dr. Julio Fl\u00f3rez-l\u00f3pez (UNILA)
Prof. Dr. Sergio Hampshire de Carvalho Santos (UFRJ)<\/p>\n<\/td>\n<\/tr>\n
Data:<\/strong> <\/td>\n24\/06\/2022<\/td>\n<\/tr>\n
Hora:<\/strong> <\/td>\n08:00<\/td>\n<\/tr>\n
Local:<\/strong> <\/td>\nAudit\u00f3rio do SET<\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Programa: Engenharia Civil (Engenharia de Estruturas) N\u00edvel: Doutorado T\u00edtulo: Fragility Curves and failure models based on damage mechanics applied to reinforced concrete frames under seismic loads. Aluno: Rubia Mara Bosse Orientador: Andr\u00e9 Te\u00f3filo Beck Banca: Prof Associado Andr\u00e9 Te\u00f3filo BeckProf. Dr. David Leonardo Nascimento de Figueir\u00eado Amorim (UFS)Prof. Dr. Gustavo Henrique Siqueira (UNICAMP)Prof. Dr. Julio… Continuar lendo Fragility Curves and failure models based on damage mechanics applied to reinforced concrete frames under seismic loads.<\/span><\/a><\/p>\n","protected":false},"author":4,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"inline_featured_image":false,"footnotes":""},"categories":[152],"tags":[],"class_list":["post-26557","post","type-post","status-publish","format-standard","hentry","category-defesas","entry"],"_links":{"self":[{"href":"https:\/\/eesc.usp.br\/comunicacao-admin\/index.php?rest_route=\/wp\/v2\/posts\/26557","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/eesc.usp.br\/comunicacao-admin\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/eesc.usp.br\/comunicacao-admin\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/eesc.usp.br\/comunicacao-admin\/index.php?rest_route=\/wp\/v2\/users\/4"}],"replies":[{"embeddable":true,"href":"https:\/\/eesc.usp.br\/comunicacao-admin\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=26557"}],"version-history":[{"count":0,"href":"https:\/\/eesc.usp.br\/comunicacao-admin\/index.php?rest_route=\/wp\/v2\/posts\/26557\/revisions"}],"wp:attachment":[{"href":"https:\/\/eesc.usp.br\/comunicacao-admin\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=26557"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/eesc.usp.br\/comunicacao-admin\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=26557"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/eesc.usp.br\/comunicacao-admin\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=26557"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}