Buckling Behaviours of Differently Fabricated Steel Circular Columns-Reference-Cited by-同舟云学术

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Buckling Behaviours of Differently Fabricated Steel Circular Columns

Published:2019-08-01 Issue:4 Volume:30 Page:560-570
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Yang Junfen¹²,Xie Jian¹^ORCID,Yan Xifeng³,Li Baoqi¹

Affiliation:

1. School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an, People’s Republic of China

2. Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education (XAUAT), Xi’an, People’s Republic of China

3. Department of Architecture and Building Engineering, Kanagawa University, Kanagawa, Japan

Funder

Science and Technology Department of Shaanxi Province Government

Education Department of Shaanxi Province Government

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10168664.2019.1634984

Reference20 articles.

1. Tubular members — large and small

2. Influence of imperfections on the strength of unstiffened, fabricated, tubular beam-columns

3. Ostapenko A, Gunzelman SX. Local bucking tests on three steel large-diameter tubular columns. Proceeding of 4th International Conference on Cold-formed Steel Structures, St. Louis, MO, June, 1978.

4. Tests of Fabricated Tubular Columns

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