Load capacity of concrete-filled steel tubular members with multilayer confinement subjected to coupled axial compression-bending and fire-Reference-Cited by-同舟云学术

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Load capacity of concrete-filled steel tubular members with multilayer confinement subjected to coupled axial compression-bending and fire

Published:2023-02 Issue: Volume:135 Page:103711
ISSN:0379-7112
Container-title:Fire Safety Journal
language:en
Short-container-title:Fire Safety Journal

Author:

Shao Zhiwei,Zha Xiaoxiong,Wan Chengyong

Funder

National Natural Science Foundation of China

Science and Technology Planning Project of Shenzhen Municipality

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry,Building and Construction

Reference39 articles.

1. Experimental and theoretical investigation of concrete-filled steel tubular x-column under axial compression;Chen;J. Constr. Steel Res.,2020

2. Seismic behavior of connections composed of CFSSTCs and steel-concrete composite beams - experimental study;Nie;J. Constr. Steel Res.,2008

3. Optimization of artificial intelligence system by evolutionary algorithm for prediction of axial capacity of rectangular concrete filled steel tubes under compression;Nguyen;Materials,2020

4. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members;Han;J. Constr. Steel Res.,2014

5. Unified Theory of Concrete Filled Steel Tube—Research and Application;Zhong,2006

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