Fiber element simulation of interaction behavior of local and global buckling in axially loaded rectangular concrete-filled steel tubular slender columns under fire exposure-Reference-Cited by-同舟云学术

Fiber element simulation of interaction behavior of local and global buckling in axially loaded rectangular concrete-filled steel tubular slender columns under fire exposure

Published:2019-12 Issue: Volume:145 Page:106403
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Kamil Ghanim Mohammed,Liang Qing Quan,Hadi Muhammad N.S.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference46 articles.

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3. Uniaxial stress-strain relationship of concrete confined by various shaped steel tubes;Susantha;Eng. Struct.,2001

4. An analytical model for thin-walled steel box columns with concrete in-fill;Shanmugam;Eng. Struct.,2002

5. Performance-based analysis of concrete-filled steel tubular beam-columns. Part I: theory and algorithms;Liang;J. Constr. Steel Res.,2009

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