Zobrazeno 1 - 10
of 105
pro vyhledávání: '"Ana Lúcia Homce de Cresce El Debs"'
Publikováno v:
Coleção desafios das engenharias: Engenharia civil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::06b0874f91c09610f40e2ef288558f65
https://doi.org/10.22533/at.ed.0232114076
https://doi.org/10.22533/at.ed.0232114076
Publikováno v:
Força, Crescimento e Qualidade da Engenharia Civil no Brasil 3
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c602019f117ac2fdc65ecea03e769dee
https://doi.org/10.22533/at.ed.80621120413
https://doi.org/10.22533/at.ed.80621120413
Publikováno v:
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
Revista IBRACON de Estruturas e Materiais v.14 n.4 2021
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Vol 14, Iss 4 (2021)
Revista IBRACON de Estruturas e Materiais, Volume: 14, Issue: 4, Article number: e14411, Published: 21 MAY 2021
Universidade de São Paulo (USP)
instacron:USP
Revista IBRACON de Estruturas e Materiais v.14 n.4 2021
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Vol 14, Iss 4 (2021)
Revista IBRACON de Estruturas e Materiais, Volume: 14, Issue: 4, Article number: e14411, Published: 21 MAY 2021
Innovative composite structures have been intensively studied towards meeting the demands of civil construction. An example of such structures is slim floor, comprised of concrete or composite slabs positioned at the height of steel beams, reducing t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f8bdc195ba26a3f3f2d40c8dc1915d36
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
Cast in place concrete is often the cheapest solution in the context of conventional construction. However, prefabrication presents advantages in terms of execution time, quality of the structural elements and cost. Thus, the association of precast c
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
In this paper, a nonlinear finite element analysis of slab-beam-column connection in precast concrete structures is presented. The detailed experimental results of the full-scale connection have been discussed in a different paper. However, due to th
Autor:
Rejane Martins Fernandes Canha, Josafá Oliveira Filho, Gerson Moacyr Sisniegas Alva, Ana Lúcia Homce de Cresce El Debs
Publikováno v:
Ciência & Engenharia. 22:105-114
Publikováno v:
Steel and Composite Structures. 23:351-362
This paper presents an experimental study on the behavior of composite floor slab comprised by a new steel sheet and concrete slab. The strength of composite slabs depends mainly on the strength of the connection between the steel sheet and concrete,
Publikováno v:
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
Matéria (Rio de Janeiro) v.24 n.2 2019
Matéria (Rio de Janeiro. Online)
instacron:RLAM
Matéria (Rio de Janeiro), Volume: 24, Issue: 2, Article number: e12341, Published: 10 JUN 2019
Universidade de São Paulo (USP)
instacron:USP
Matéria (Rio de Janeiro) v.24 n.2 2019
Matéria (Rio de Janeiro. Online)
instacron:RLAM
Matéria (Rio de Janeiro), Volume: 24, Issue: 2, Article number: e12341, Published: 10 JUN 2019
This paper deals with the analysis of monotonic loading behavior in pull-out tests. The main objective is to obtain a reliable numerical model to represent the steel-concrete bond behavior using previously obtained experimental results. The tests wer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1f4f8ba2446abd9040a9926642507b1e
Publikováno v:
Steel and Composite Structures. 20:1305-1322
This paper presents the results of experimental and numerical model analyses on partially encased composite columns under concentric loads. The main objective of this study is to evaluate the influence of replacing the conventional longitudinal and t
Autor:
Silenio Marciano de Paulo, Marcel William Reis Sales, Ana Lúcia Homce de Cresce El Debs, Daniel de Lima Araújo
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
Composite beams of steel and concrete have been studied for a long time. The transfer of longitudinal shear stresses at the interface between the beam and the slab is a key point in obtaining the composite beam behaviour, which is usually achieved by