Experimental Study on the Behavior of a Novel Stiffened Hexagonal CFDST Stub Column under Axial Load-Reference-Cited by-同舟云学术

Experimental Study on the Behavior of a Novel Stiffened Hexagonal CFDST Stub Column under Axial Load

Published:2022-01 Issue:1 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Shen Le¹,Yang Bo²,Ding Miao³,Feng Chen³,Alqawzai Shagea⁴,Elchalakani Mohamed⁵,Chen Kang⁶^ORCID

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., 83 Shabeijie, Chongqing 400045, China; Ph.D. Candidate, Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, China.

2. Professor, School of Civil Engineering, Chongqing Univ., 83 Shabeijie, Chongqing 400045, China; Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, China.

3. Postgraduate Student, School of Civil Engineering, Chongqing Univ., 83 Shabeijie, Chongqing 400045, China.

4. Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., 83 Shabeijie, Chongqing 400045, China.

5. Senior Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Western Australia, Crawley, WA 6009, Australia.

6. Hongshen Lecturer, School of Civil Engineering, Chongqing Univ., 83 Shabeijie, Chongqing 400045, China (corresponding author). ORCID: .

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.0003198

Reference38 articles.

1. AIJ (Architectural Institute of Japan). 2008. Recommendations for design and construction of concrete filled steel tubular structures. Tokyo: AIJ.

2. Stiffened concrete-filled steel tubes: A systematic review

3. Behavior of octagonal concrete-filled double-skin steel tube stub columns under axial compression

4. Behavior of Hollow-Core Steel-Concrete-Steel Columns Subjected to Torsion Loading

5. Coefficient of Friction for Steel on Concrete at High Normal Stress

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