A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Finite Element Analysis on Seismic Behavior of Steel Beam to T-Shaped CFT Column Connections
In order to study the seismic behavior of frame connections composed of special-shaped concrete-filled steel tubular columns and steel beam, finite element analyses were performed using ABAQUS compared against experimental data. The failure modes, hysteresis curves, skeleton curves yield strength and ultimate strength have been analyzed. Comparing to the test results, it is shown that the calculated results are close, which states the finite element model selected in this paper is correct and the finite element analysis is feasible.
Finite Element Analysis on Seismic Behavior of Steel Beam to T-Shaped CFT Column Connections
In order to study the seismic behavior of frame connections composed of special-shaped concrete-filled steel tubular columns and steel beam, finite element analyses were performed using ABAQUS compared against experimental data. The failure modes, hysteresis curves, skeleton curves yield strength and ultimate strength have been analyzed. Comparing to the test results, it is shown that the calculated results are close, which states the finite element model selected in this paper is correct and the finite element analysis is feasible.
Finite Element Analysis on Seismic Behavior of Steel Beam to T-Shaped CFT Column Connections
Chen, Juan (author) / Xu, Chengxiang (author) / Li, Xueping (author)
International Conference On Civil Engineering And Urban Planning 2012 ; 2012 ; Yantai, China
2012-07-25
Conference paper
Electronic Resource
English
Nonlinear finite element analysis of improved steel beam-column connections
| British Library Conference Proceedings | 2002
| British Library Online Contents | 2013