Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Lavall, Armando Cesar Campos"'
Autor:
Machado, Isabella Caroline Vieira, Viana, Harley Francisco, da Silva, Renata Gomes Lanna, Costa, Rodrigo Sernizon, Lavall, Armando Cesar Campos
Publikováno v:
In Structures December 2022 46:1918-1937
Autor:
Costa, Rodrigo Sernizon, Lavall, Armando Cesar Campos, da Silva, Renata Gomes Lanna, Viana, Harley Francisco, Rodrigues, Francisco Carlos, Andrade, Elis Lemos
Publikováno v:
In Journal of Building Engineering May 2021 37
Autor:
Viana, Harley Francisco, da Silva, Renata Gomes Lanna, Costa, Rodrigo Sernizon, Lavall, Armando Cesar Campos
Publikováno v:
In Engineering Structures 15 November 2020 223
Autor:
Lavall, Armando Cesar Campos
Neste trabalho desenvolve-se uma formulação teórica consistente para a análise não-linear, física e geométrica, de pórticos planos de aço, através do Método dos Elementos Finitos (MEF), considerando barras com imperfeições iniciais e ten
Autor:
da Silva, Renata Gomes Lanna, Lavall, Armando Cesar Campos, Costa, Rodrigo Sernizon, Viana, Harley Francisco
Publikováno v:
In Journal of Constructional Steel Research December 2018 151:216-227
Autor:
Siqueira, Dayene Cardoso de, Almeida, Camila Aline Aguiar, Silva, Renata Gomes Lanna da, Morandini, Thiago Luiz Coelho, Viana, Harley Francisco, Costa, Rodrigo Sernizon, Lavall, Armando Cesar Campos
Publikováno v:
Research, Society and Development; Vol. 12 No. 1; e9512139320
Research, Society and Development; Vol. 12 Núm. 1; e9512139320
Research, Society and Development; v. 12 n. 1; e9512139320
Research, Society and Development
Universidade Federal de Itajubá (UNIFEI)
instacron:UNIFEI
Research, Society and Development; Vol. 12 Núm. 1; e9512139320
Research, Society and Development; v. 12 n. 1; e9512139320
Research, Society and Development
Universidade Federal de Itajubá (UNIFEI)
instacron:UNIFEI
Tradicionalmente, el análisis estructural se basa en la hipótesis de que los soportes son indesplazables por su simplicidad. Sin embargo, el diseño convencional en el que se desprecian los asentamientos de los elementos de cimentación puede dar l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3056::b194ddaaf8858c665a6b1ede4634cc14
https://rsdjournal.org/index.php/rsd/article/view/39320
https://rsdjournal.org/index.php/rsd/article/view/39320
Akademický článek
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Autor:
Mendes, Frederico Tadeu Castro, Viana, Harley Francisco, Silva, Renata Gomes Lanna da, Lavall, Armando Cesar Campos, Costa, Rodrigo Sernizon
Publikováno v:
Research, Society and Development; Vol. 10 No. 8; e6410817105
Research, Society and Development; Vol. 10 Núm. 8; e6410817105
Research, Society and Development; v. 10 n. 8; e6410817105
Research, Society and Development
Universidade Federal de Itajubá (UNIFEI)
instacron:UNIFEI
Research, Society and Development; Vol. 10 Núm. 8; e6410817105
Research, Society and Development; v. 10 n. 8; e6410817105
Research, Society and Development
Universidade Federal de Itajubá (UNIFEI)
instacron:UNIFEI
This paper concerns the study of the semi-rigid behavior of bolted beam-column connections with extended endplate and transverse stiffeners in the column web based on the Component Method presented in EN 1993-1-8:2005. The moment x rotation relations
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3056::f3d2bb452568a225554dccb967f85b67
https://rsdjournal.org/index.php/rsd/article/view/17105
https://rsdjournal.org/index.php/rsd/article/view/17105
Akademický článek
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Publikováno v:
LOCUS Repositório Institucional da UFV
Universidade Federal de Viçosa (UFV)
instacron:UFV
Universidade Federal de Viçosa (UFV)
instacron:UFV
Fundação de Amparo a Pesquisa do Estado de Minas Gerais This work presents the assessment of the application of second-order analysis to currents steel structures. Aspects related to the structural analysis, structural stability and design, are dis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3056::b7fd00b6f6cb25f8cae4eb1f0b771781
http://locus.ufv.br/handle/123456789/3760
http://locus.ufv.br/handle/123456789/3760