Buscar
Mostrando ítems 1-10 de 132
Numerical study on cyclic response of end-plate biaxial moment connection in box columns
(MDPI, 2020)
The 2008 Wenchuan-China earthquake showed the importance of considering the bidirectional seismic action as a cause of failure in column hinge mechanisms. Subsequently, the large 2011 Tohoku-Japan earthquake revealed that ...
Seismic performance of moment connections in steel moment frames with HSS columns
(Techno Press, 2017)
The use of Hollow Structural Sections (HSS) provides an alternative for steel buildings in seismic zones, with the advantage over WF columns that the HSS columns have similar resistance along both axes and enhanced performance ...
Análise numérica de ligações viga-pilar com dupla cantoneira e com chapa de topo estendida em estruturas de aço
(Universidade Federal de Santa MariaBrasilEngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia CivilCentro de Tecnologia, 2017-03-09)
In order to evaluate their behavior when submitted to simple bending, this paper presents a numerical analysis of two beam-column connection types in steel structures, of double web-angle connections and of extended end-plate ...
Análise numérica de uma ligação mista viga-pilar com chapa passante
(Universidade Federal de São CarlosBRUFSCarPrograma de Pós-Graduação em Engenharia Civil - PPGECiv, 2014-04-14)
Among all of the existing structural systems, the steel-concrete composite elements outstands because it takes advantage of the properties of both materials in the same element. Unlike the system in reinforced concrete ...
Finite Element Model for End-Plate Beam-to-Column Connections Under Bending and Axial Forces
(SpringerDE, 2023)
The assessment of steel beam-to-column connections is a fundamental piece in the design process of steel structures according to the guidelines established by standards such as Eurocode 3—Part 1.8 and ANSI/AISC 358-16. In ...