Behavior of Octagonal High-Strength Steel Tubular Stub Columns-Reference-Cited by-同舟云学术

Behavior of Octagonal High-Strength Steel Tubular Stub Columns

Published:2019-12 Issue:12 Volume:145 Page:04019150
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fang Han¹,Chan Tak-Ming²,Young Ben³

Affiliation:

1. Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia; formerly, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China; formerly, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Hong Kong, 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.0002429

Reference31 articles.

1. Alechnavičius V. and J. Bálint. 2014. “Long span high strength steel trusses.” Master’s thesis Dept. of Civil Environmental and Natural Resources Engineering Luleå Univ. of Technology.

2. Local buckling strength of closed polygon folded section columns

3. Overall buckling behaviour and design of high-strength steel welded section columns

4. The strength of thin-walled tubes formed from flat elements

5. Cross-section classification for cold-formed and built-up high strength carbon and stainless steel tubes under compression

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