{"id":17997,"date":"2021-02-19T14:08:04","date_gmt":"2021-02-19T14:08:04","guid":{"rendered":"https:\/\/www.eesc.usp.br\/comunicacao\/?p=17997"},"modified":"2022-09-27T18:00:23","modified_gmt":"2022-09-27T18:00:23","slug":"one-way-shear-and-punching-strength-of-reinforced-concrete-slabs-without-transverse-reinforcement-under-concentrated-loads","status":"publish","type":"post","link":"https:\/\/eesc.usp.br\/comunicacao-admin\/?p=17997","title":{"rendered":"Calibration of shear strength models for bridge slabs assessments"},"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>\nOne-way shear and punching strength of reinforced concrete slabs without transverse reinforcement under concentrated loads.<\/p>\n<\/td>\n<\/tr>\n
Aluno:<\/strong> <\/td>\nAlex Micael Dantas de Sousa<\/p>\n<\/td>\n<\/tr>\n
Orientador:<\/strong> <\/td>\nMounir Khalil El Debs<\/td>\n<\/tr>\n
Banca:<\/strong> <\/td>\nProf Titular Mounir Khalil El Debs
Prof. Dr. Daniel de Lima Ara\u00fajo (UFG)
Prof. Dr. Gustavo Henrique Siqueira (UNICAMP)
Prof. Dr. Maur\u00edcio de Pina Ferreira (Universidade Federal do Par\u00e1)
Prof. Tit. Fernando Rebou\u00e7as Stucchi (EPUSP)<\/p>\n<\/td>\n<\/tr>\n
Data:<\/strong> <\/td>\n27\/09\/2022<\/td>\n<\/tr>\n
Hora:<\/strong> <\/td>\n14:00<\/td>\n<\/tr>\n
Local:<\/strong> <\/td>\nAudit\u00f3rio SET e Google Meet: meet.google.com\/zqv-bfrp-evm<\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Programa: Engenharia Civil (Engenharia de Estruturas) N\u00edvel: Doutorado T\u00edtulo: One-way shear and punching strength of reinforced concrete slabs without transverse reinforcement under concentrated loads. Aluno: Alex Micael Dantas de Sousa Orientador: Mounir Khalil El Debs Banca: Prof Titular Mounir Khalil El DebsProf. Dr. Daniel de Lima Ara\u00fajo (UFG)Prof. Dr. Gustavo Henrique Siqueira (UNICAMP)Prof. Dr. Maur\u00edcio… Continuar lendo Calibration of shear strength models for bridge slabs assessments<\/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-17997","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\/17997","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=17997"}],"version-history":[{"count":0,"href":"https:\/\/eesc.usp.br\/comunicacao-admin\/index.php?rest_route=\/wp\/v2\/posts\/17997\/revisions"}],"wp:attachment":[{"href":"https:\/\/eesc.usp.br\/comunicacao-admin\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=17997"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/eesc.usp.br\/comunicacao-admin\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=17997"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/eesc.usp.br\/comunicacao-admin\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=17997"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}