Analysis on the Seismic Behavior of Extended End-Plate Connections of Steel Frame Structure

Zhu Ling Yan; Bao Long Cui; Ke Zhang

doi:10.4028/www.scientific.net/AMM.193-194.1405

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 193-194Analysis on the Seismic Behavior of Extended...

Analysis on the Seismic Behavior of Extended End-Plate Connections of Steel Frame Structure

Abstract:

This paper conducts analysis on beam-column extended end-plate semi-rigid connection joint concerning monotonic loading and cyclic loading of finite element through ANSYS program, mainly discussed the influence of parameters such as the form of end plate stiffening rib on anti-seismic performance of joint.

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Periodical:

Applied Mechanics and Materials (Volumes 193-194)

Pages:

1405-1413

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.193-194.1405

Citation:

Cite this paper

Online since:

August 2012

Authors:

Zhu Ling Yan, Bao Long Cui, Ke Zhang

Keywords:

End-Plate Stiffening Rib, Extended End-Plate Connection, Finite Element Method (FEM), Hysteresis Curve, Seismic Performance, Semi-Rigid Connections, Steel Frame

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