Behavior of Concrete-Encased CFST Members under Axial Tension-Reference-Cited by-同舟云学术

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Behavior of Concrete-Encased CFST Members under Axial Tension

Published:2016-02 Issue:2 Volume:142 Page:04015149
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Han Lin-Hai¹,Wang Zhi-Bin²,Xu Wu³,Tao Zhong⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

2. Associate Professor, College of Civil Engineering, Fuzhou Univ., Fujian Province, Fuzhou 350108, China.

3. Ph.D. Candidate, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

4. Professor, Institute for Infrastructure Engineering, Univ. of Western Sydney, Penrith, NSW 2751, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001422

Reference17 articles.

1. ABAQUS [Computer software]. SIMULIA Providence RI.

2. Behaviour of concrete-encased CFST columns under combined compression and bending

3. Performance of concrete-encased CFST stub columns under axial compression

4. Performance and calculations of concrete filled steel tubes (CFST) under axial tension

5. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members

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