Development of a hysteretic model for steel members under cyclic axial loading-Reference-Cited by-同舟云学术

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Development of a hysteretic model for steel members under cyclic axial loading

Published:2022-04 Issue: Volume:46 Page:103798
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Liu Juncai,Tian Li,Ma Ruisheng,Qu Bing

Funder

National Natural Science Foundation of China

Shandong University

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference48 articles.

1. Optimal design of cold roll formed steel channel sections under bending considering both geometry and cold work effects;Qadir;Thin-Walled Struct.,2020

2. Hysteretic behaviors of cold-formed steel beam-columns with hollow rectangular section: experimental and numerical simulations;Yang;Thin-Walled Struct.,2014

3. Tests of cold-formed circular tubular braces under cyclic axial loading;Elchalakani;J. Struct. Eng.,2003

4. Experimental cyclic response of cold-formed hollow steel bracing members;Goggins;Eng. Struct.,2005

5. Behaviour of tubular steel members under cyclic axial loading;Goggins;J. Constr. Steel Res.,2006

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