Influence on Seismic Performance of Joints of Cellular Steel Column and Steel Beam due to the Opening Rate

Pi Yuan Xu; Zhang Lin Zhai; Ya Feng Xu

doi:10.4028/www.scientific.net/AMM.578-579.282

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Influence on Seismic Performance of Joints of...

Influence on Seismic Performance of Joints of Cellular Steel Column and Steel Beam due to the Opening Rate

Abstract:

The article researches seismic performance of joints of cellular steel column and steel beam by finite element simulation. Finite element model is established by using the finite element software reasonably. Considering about the hole position and the distance of center of hole as invariant moments, under low cyclic loading we can attain hysteretic curves and skeleton curves etc. which are compared and analyzed in different opening rate by simulated software. The results show that for a certain axial compression ratio (n=0.45) of joints of cellular steel column and beam, the reasonable opening rate can improve the seismic behavior of the joints.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

282-286

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.282

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Online since:

July 2014

Authors:

Pi Yuan Xu, Zhang Lin Zhai, Ya Feng Xu

Keywords:

Cellular Steel Column, Finite Element Analysis (FEA), Joint of Column and Beam, Opening Rate, Seismic Performance

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