Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Performance of Steel Beam-To-Column Connections with Weld Defects under Inelastic Cyclic Loading
This study concerns the development of steel structures so that the connections can deform plastically without brittle fracture during an earthquake. Under earthquake loads, welded beam-to-column connections containing crack-like defects in the weld region have been studied using 3-D nonlinear finite element analyses. The effect of the connection type used for a welded steel structure and of the dynamic loading nature on the stress-strain distribution has been examined, as well as the fracture behaviour of the whole structure. Nonlinear finite element analyses were repeated for various frequency values for the different loading cases in order to study the effect of the strain rate.
Performance of Steel Beam-To-Column Connections with Weld Defects under Inelastic Cyclic Loading
This study concerns the development of steel structures so that the connections can deform plastically without brittle fracture during an earthquake. Under earthquake loads, welded beam-to-column connections containing crack-like defects in the weld region have been studied using 3-D nonlinear finite element analyses. The effect of the connection type used for a welded steel structure and of the dynamic loading nature on the stress-strain distribution has been examined, as well as the fracture behaviour of the whole structure. Nonlinear finite element analyses were repeated for various frequency values for the different loading cases in order to study the effect of the strain rate.
Performance of Steel Beam-To-Column Connections with Weld Defects under Inelastic Cyclic Loading
Kiral, Binnur Goren (Autor:in) / Erim, Secil (Autor:in)
Advances in Structural Engineering ; 9 ; 561-575
01.08.2006
15 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Performance of Steel Beam-to-Column Connections with Weld Defects under Inelastic Cyclic Loading
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