Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Elyson A.P. Liberati"'
Autor:
Marília Gonçalves Marques, Elyson A.P. Liberati, Leandro Mouta Trautwein, Mário Pimentel, Rafael Alves de Souza
Publikováno v:
Structures. 27:1-11
Nonlinear Finite Element Analysis (NLFEA) was used to simulate reinforced concrete flat slabs with shear reinforcement and holes. Fifteen slabs were subject to laboratory testing and then simulated on Diana software. Six slabs had shear reinforcement
Autor:
L. C. Almeida, Elyson A.P. Liberati, Leandro Mouta Trautwein, Ronaldo Barros Gomes, M. G. Marques
Publikováno v:
ACI Structural Journal. 117
Autor:
Elyson A.P. Liberati, Edson Denner Leonel, Leandro Mouta Trautwein, Luiz Carlos de Almeida, Marília Gonçalves Marques
Publikováno v:
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
Universidade de São Paulo (USP)
instacron:USP
One of the main collapse modes of reinforced concrete flat slabs is the punching of the slab-column connection in which the load is applied in a reduced area. Such condition generates significant shear stresses in the slab region around the column. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::672d11c1af9034980e91b145bd9d0668
Autor:
Leandro Mouta Trautwein, Elyson A.P. Liberati, Gilson Natal Guimarães, Ronaldo Barros Gomes, T. H. Musse
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Volume: 11, Issue: 5, Pages: 1110-1121, Published: OCT 2018
Revista IBRACON de Estruturas e Materiais, Vol 11, Iss 5, Pp 1110-1121 (2018)
Revista IBRACON de Estruturas e Materiais v.11 n.5 2018
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Vol 11, Iss 5, Pp 1110-1121 (2018)
Revista IBRACON de Estruturas e Materiais v.11 n.5 2018
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Steel fibers in reinforced concrete increase the performance of slab-column connection once they increase ductility and energy absorption capacity of the concrete. The use of fibers in flat slabs may increase strength and change the mode of failure.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::87dff3cdc0c676204e104332b5d6242f
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000501110&lng=en&tlng=en
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000501110&lng=en&tlng=en
Publikováno v:
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
Universidade de São Paulo (USP)
instacron:USP
Structural durability is an important design criterion, which must be assessed for every type of structure. In this regard, especial attention must be addressed to the durability of reinforced concrete (RC) structures. When RC structures are located
Structural durability is an important design criterion, which must be assessed for every type of structure, especially for reinforced concrete (RC) structures. When RC structures are located in aggressive environments, its durability is strongly redu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::58bac9f8718be77f35cfc803a1953731
https://doi.org/10.1016/b978-0-08-100116-5.00005-3
https://doi.org/10.1016/b978-0-08-100116-5.00005-3
Autor:
Mario Attard, Seyed B. Behravesh, Karima Bouzelha, Alaa Chateauneuf, Kashif M. Deen, Mohamed R. El-Koussy, Iman El-Mahallawi, Mohamed El-Saady, Wolfgang Fink, Samuel Frimpong, Eugenio Guglielmino, Hocine Hammoum, Elfaitori Ibrahim, Hamid Jahed, Sakdirat Kaewunruen, Waleed Khalifa, Ijaz H. Khan, Gerd Knupp, Alicja K. Krella, Peter Kusch, Edson D. Leonel, Ying Li, Elyson A.P. Liberati, William Liu, Katarzyna Miszta-Kruk, Caio G. Nogueira, Volker Obst, George A. Pantazopoulos, Rosanna Pino, Pandora P. Psyllaki, Atanu Saha, Mahendra K. Samal, Dorothee Schroeder-Obst, Chiara Servetto, Andrea Sili, Drifa Slimani, Johannes Steinhaus, Yong-An Tian, Minh Vu, Seong-woo Woo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::740692aaf12d7a945892c928707cf501
https://doi.org/10.1016/b978-0-08-100116-5.09992-0
https://doi.org/10.1016/b978-0-08-100116-5.09992-0
Publikováno v:
Revista IBRACON de Estruturas e Materiais v.7 n.3 2014
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Volume: 7, Issue: 3, Pages: 379-413, Published: JUN 2014
Revista IBRACON de Estruturas e Materiais, Vol 7, Iss 3, Pp 379-413 (2014)
Revista IBRACON de Estruturas e Materiais, Vol 7, Iss 3, Pp 379-413
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Volume: 7, Issue: 3, Pages: 379-413, Published: JUN 2014
Revista IBRACON de Estruturas e Materiais, Vol 7, Iss 3, Pp 379-413 (2014)
Revista IBRACON de Estruturas e Materiais, Vol 7, Iss 3, Pp 379-413
Reinforced concrete structures are, certainly, one of the most used types of structure around world. When it is located in non-aggressive environments, it respects, in general, the structural life predicted. Unless the structure be used improperly. H
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d8ca0b0daf0e363b2a26ffc7b19e017e
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952014000300005
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952014000300005