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International Journal of Steel Structures

Published in:

30-05-2018

Hysteretic Behavior of RHS Columns Under Random Cyclic Loading Considering Local Buckling

Authors: Satoshi Yamada, Takanori Ishida, Yu Jiao

Published in: International Journal of Steel Structures | Issue 5/2018

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Abstract

In this paper, a hysteretic model of rectangular hollow section (RHS) columns that includes the deteriorating range caused by local buckling is proposed. The proposed model consists of the skeleton curve, the Bauschinger part that appears before reaching the maximum strength, the strength increasing part of the deteriorating range, and the unloading part. Of these, the skeleton curve, including the deterioration range caused by local buckling, which is considered to be equivalent to the load-deformation relationship under monotonic loading, is obtained through an analytical method. Bi-linear hysteretic models based on experimental results are applied to the Bauschinger part and the strength increasing part. The elastic stiffness is applied to the unloading part. The proposed model is verified by comparing with experimental results of RHS columns under monotonic and cyclic loading.

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Title: Hysteretic Behavior of RHS Columns Under Random Cyclic Loading Considering Local Buckling
Authors: Satoshi Yamada
Takanori Ishida
Yu Jiao
Publication date: 30-05-2018
Publisher: Korean Society of Steel Construction
Published in: International Journal of Steel Structures / Issue 5/2018
Print ISSN: 1598-2351
Electronic ISSN: 2093-6311
DOI: https://doi.org/10.1007/s13296-018-0087-x

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