Out-Plane Elastic-Plastic Buckling Strength of High-Strength Steel Arches-Reference-Cited by-同舟云学术

Out-Plane Elastic-Plastic Buckling Strength of High-Strength Steel Arches

Published:2018-06 Issue:6 Volume:144 Page:04018053
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bradford Mark Andrew¹,Pi Yong-Lin²,Liu Airong³

Affiliation:

1. Scientia Professor, Centre for Infrastructure Engineering and Safety, Univ. of New South Wales Sydney, NSW 2052, Australia.

2. Professor, Centre for Infrastructure Engineering and Safety, Univ. of New South Wales Sydney, NSW 2052, Australia; Professor, Guangzhou Univ.-Tamkang Univ. Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou 510006, China.

3. Professor, Guangzhou Univ.-Tamkang Univ. Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou 510006, China (corresponding author).

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.0002051

Reference33 articles.

1. ABAQUS [Computer software]. Dassault Systèmes Waltham MA.

2. Residual stress of 460 MPa high strength steel welded i section: Experimental investigation and modeling

3. Experimental investigation of the overall buckling behaviour of 960MPa high strength steel columns

4. Overall buckling behavior of 460MPa high strength steel columns: Experimental investigation and design method

5. Out‐of‐Plane Strengths of Steel Beams

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