Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Renata Gomes Lanna da Silva"'
Autor:
Renata Gomes Lanna da Silva
Publikováno v:
Biblioteca Digital de Teses e Dissertações da UFMGUniversidade Federal de Minas GeraisUFMG.
Conventional analysis of steel frames is usually carried out under the assumption that the beam-to-columns connections are either fully rigid or ideally pinned. However, most connections are of type semi-rigid and their behavior lies between these tw
Externí odkaz:
http://hdl.handle.net/1843/PASA-8HDH76
Autor:
Renata Gomes Lanna da Silva
Publikováno v:
Biblioteca Digital de Teses e Dissertações da UFMGUniversidade Federal de Minas GeraisUFMG.
Second-order elastic analysis must be used by engineers for designing and project of structural systems, mainly in those that present considerable horizontal deflections, becoming more significant the second-order effects. The objective of this work
Externí odkaz:
http://hdl.handle.net/1843/FACO-6AYMWD
Autor:
Isabella Caroline Vieira Machado, Harley Francisco Viana, Renata Gomes Lanna da Silva, Rodrigo Sernizon Costa, Armando Cesar Campos Lavall
Publikováno v:
Structures. 46:1918-1937
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d4bcc0520ca794da7e8592807a3cc50b
https://doi.org/10.1016/j.istruc.2022.10.116
https://doi.org/10.1016/j.istruc.2022.10.116
Autor:
Dayene Cardoso de Siqueira, Camila Aline Aguiar Almeida, Renata Gomes Lanna da Silva, Thiago Luiz Coelho Morandini, Harley Francisco Viana, Rodrigo Sernizon Costa, Armando Cesar Campos Lavall
Publikováno v:
Research, Society and Development. 12:e9512139320
Traditionally, structural analysis is based on the hypothesis that supports are indeslocable due to simplicity. However, the conventional design in which settlements of foundation elements are disregarded can lead to physical results that are incompa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e9f2d207a7c9e7fe7a40f42272f0f33
https://doi.org/10.33448/rsd-v12i1.39320
https://doi.org/10.33448/rsd-v12i1.39320
Autor:
Renata Gomes Lanna da Silva, Harley Francisco Viana, Jefferson Alves Ferreira, Giovani Vitório Costa
Publikováno v:
Coleção desafios das engenharias: Engenharia de computação
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::76ae19b304d66deaea3ada7375cc8be7
https://doi.org/10.22533/at.ed.8702118085
https://doi.org/10.22533/at.ed.8702118085
Autor:
Renata Gomes Lanna da Silva, Armando Cesar Campos Lavall, Rodrigo Sernizon Costa, Harley Francisco Viana
Publikováno v:
Journal of Constructional Steel Research. 151:216-227
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::555c51a2a781aa5f6e08370fc52bbea5
https://doi.org/10.1016/j.jcsr.2018.09.011
https://doi.org/10.1016/j.jcsr.2018.09.011
Autor:
Rodrigo Sernizon Costa, Armando Cesar Campos Lavall, Renata Gomes Lanna da Silva, Altair Porcino dos Santos, Harley Francisco Viana
Publikováno v:
Engineering Structures. 253:113738
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a5609fb63cc3e22c989ad201955b148
https://doi.org/10.1016/j.engstruct.2021.113738
https://doi.org/10.1016/j.engstruct.2021.113738
Autor:
Renata Gomes Lanna da Silva, Harley Francisco Viana, Rodrigo Sernizon Costa, Armando Cesar Campos Lavall, Frederico Tadeu Castro Mendes
Publikováno v:
Research, Society and Development. 10:e6410817105
Este artigo tem como objetivo o estudo do comportamento semirrígido de ligações viga-pilar com chapa de extremidade estendida e enrijecedores transversais considerando o Método dos Componentes, proposto no EN 1993-1-8:2005. Neste trabalho, a rela
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1913a71359a0294ca4c764d1aa899eba
https://doi.org/10.33448/rsd-v10i8.17105
https://doi.org/10.33448/rsd-v10i8.17105
Autor:
Renata Gomes Lanna da Silva, Harley Francisco Viana, Armando Cesar Campos Lavall, Rodrigo Sernizon Costa
Publikováno v:
Engineering Structures. 223:111197
A corotational Lagrangian formulation for nonlinear dynamic analysis of steel planar frames is addressed. This formulation employs the Plastic Zone Method and is capable of considering second-order effects, initial geometric imperfections and residua
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9fa73c0e836bca59ca09eac3410d87fb
https://doi.org/10.1016/j.engstruct.2020.111197
https://doi.org/10.1016/j.engstruct.2020.111197