Experimental and Numerical Study of Fixed-Ended High-Strength Aluminum Alloy Angle-Section Columns-Reference-Cited by-同舟云学术

Experimental and Numerical Study of Fixed-Ended High-Strength Aluminum Alloy Angle-Section Columns

Published:2020-10 Issue:10 Volume:146 Page:04020206
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wang Zhongxing¹,Wang Yuanqing²,Yun Xiang³,Gardner Leroy⁴,Hu Xiaoguang⁵

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Tsinghua Univ., Beijing 10084, PR China.

2. Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 10084, PR China.

3. Research Associate, Dept. of Civil and Environmental Engineering, Imperial College London, South Kensington Campus, London SW7 2AZ, UK.

4. Professor, Dept. of Civil and Environmental Engineering, Imperial College London, South Kensington Campus, London SW7 2AZ, UK (corresponding author).

5. Structural Engineer, China Electric Power Research Institute, Beijing 100055, PR China.

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.0002773

Reference31 articles.

1. Development of Column Curve for Steel Angles

2. Flexural Buckling of Steel Angles: Experimental Investigation

3. COLUMN BUCKLING TESTS OF 420 MPA HIGH STRENGTH STEEL SINGLE EQUAL ANGLES

4. GBTul 2.0 − A second-generation code for the GBT-based buckling and vibration analysis of thin-walled members

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