Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Isabela Durci Rodrigues"'
Autor:
Isabela Durci Rodrigues, Gustavo Henrique Ferreira Cavalcante, Eduardo Marques Vieira Pereira, Luiz Carlos Marcos Vieira Júnior, Abbie Liel, Gustavo Henrique Siqueira
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 17, Iss 1 (2023)
Abstract Researchers must decide on how they will model the non-linear material response in a Finite Element simulation to assess seismic vulnerability. This paper aims at giving an insight into these modelling decisions by comparing Fiber and Lumped
Externí odkaz:
https://doaj.org/article/09ca1fa9e59e40c2b159667e7f4c69e5
Autor:
Gustavo Henrique Ferreira Cavalcante, Eduardo Marques Vieira Pereira, Isabela Durci Rodrigues, Luiz Carlos Marcos Vieira Júnior, Gustavo Henrique Siqueira
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 16, Iss 1 (2022)
ABSTRACT This article presents a new proposal to estimate structural capacity models for bridge portfolios. A common approach is the use of ductility-based capacity models. Herein, a ductility replacement for curvature or drift as engineering demand
Externí odkaz:
https://doaj.org/article/81b4be7eca4641f9ba29d2a8faea3d49
Autor:
Eduardo Marques Vieira Pereira, Gustavo Henrique Ferreira Cavalcante, Isabela Durci Rodrigues, Luiz Carlos Marcos Vieira Júnior, Gustavo Henrique Siqueira
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 15, Iss 1 (2021)
abstract: Due to the paucity of studies regarding the seismic assessment of buildings in Brazil, this study aims to present and discuss a seismic reliability assessment of a reinforced concrete framed structure designed according to the Brazilian sta
Externí odkaz:
https://doaj.org/article/843c2a72d95b4b3db9efb5580028c7f1
Publikováno v:
Latin American Journal of Solids and Structures, Vol 14, Iss 13, Pp 2342-2372
Abstract In this paper, a simplified numerical approach to study the influence of the confinement effect provided by transversal reinforcement on the ductility behavior of RC beams in bending is proposed. A unidimensional FEM mechanical model coupled
Externí odkaz:
https://doaj.org/article/0a921080741b4da2ab2deca3bc81f7ec
Autor:
Gustavo Henrique Ferreira Cavalcante, Eduardo Pereira, Gustavo Henrique Siqueira, Luiz Carlos Marcos Vieira Junior, Isabela Durci Rodrigues
Publikováno v:
Revista IBRACON de Estruturas e Materiais v.16 n.1 2023
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Volume: 16, Issue: 1, Article number: e16101, Published: 08 APR 2022
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Volume: 16, Issue: 1, Article number: e16101, Published: 08 APR 2022
This article presents a new proposal to estimate structural capacity models for bridge portfolios. A common approach is the use of ductility-based capacity models. Herein, a ductility replacement for curvature or drift as engineering demand parameter
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 13, Iss 1, Pp 120-141 (2020)
SciELO
Repositório Institucional da UNESP
Universidade Estadual Paulista (UNESP)
instacron:UNESP
Revista IBRACON de Estruturas e Materiais v.13 n.1 2020
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
SciELO
Repositório Institucional da UNESP
Universidade Estadual Paulista (UNESP)
instacron:UNESP
Revista IBRACON de Estruturas e Materiais v.13 n.1 2020
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Made available in DSpace on 2021-07-14T10:35:19Z (GMT). No. of bitstreams: 0 Previous issue date: 2020-03-27. Added 1 bitstream(s) on 2021-07-14T11:33:39Z : No. of bitstreams: 1 S1983-41952020000100120.pdf: 1235440 bytes, checksum: f7f2cd4376221482ad
Autor:
Gustavo Henrique Ferreira Cavalcante, Eduardo Marques Vieira Pereira, Isabela Durci Rodrigues, Luiz Carlos Marcos Vieira Júnior, Jamie Ellen Padgett, Gustavo Henrique Siqueira
Publikováno v:
Latin American Journal of Solids and Structures v.19 n.5 2022
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American Journal of Solids and Structures, Volume: 19, Issue: 5, Article number: e457, Published: 12 AUG 2022
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American Journal of Solids and Structures, Volume: 19, Issue: 5, Article number: e457, Published: 12 AUG 2022
This paper presents a seismic fragility assessment of bridges commonly found in Northeastern Brazil. A generic three-dimensional nonlinear finite-element model is generated in OpenSees to enable variation of geometric features and component modeling.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d49c69c310a7bd8a9ec12a8c9d2c1a5b
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252022000500504
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252022000500504
Autor:
Eduardo Marques Vieira Pereira, Gustavo Henrique Ferreira Cavalcante, Isabela Durci Rodrigues, Luiz Carlos Marcos Vieira Júnior, Gustavo Henrique Siqueira
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 15, Iss 1 (2021)
Revista IBRACON de Estruturas e Materiais, Volume: 15, Issue: 1, Article number: e15110, Published: 13 AUG 2021
Revista IBRACON de Estruturas e Materiais v.15 n.1 2022
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Volume: 15, Issue: 1, Article number: e15110, Published: 13 AUG 2021
Revista IBRACON de Estruturas e Materiais v.15 n.1 2022
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Due to the paucity of studies regarding the seismic assessment of buildings in Brazil, this study aims to present and discuss a seismic reliability assessment of a reinforced concrete framed structure designed according to the Brazilian standard ABNT
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 the Performance-Based Engineering (PBE) framework, uncertainties in system parameters, or modelling uncertainties, have been shown to have significant effects on capacity fragilities and annual collapse rates of buildings. Yet, since modelling unc
Autor:
Rodrigo B. Andrade, Lucas F. Da Ronch, Isabela Durci Rodrigues, Gustavo Henrique Siqueira, Gustavo Henrique Ferreira Cavalcante, Eduardo M. Pereira
Publikováno v:
Caderno especial dos melhores artigos do Congresso Brasileiro do Concreto.