Flexural-Torsional Buckling of Steel Arches under a Localized Uniform Radial-Load Incorporating Shear Deformations-Reference-Cited by-同舟云学术

Flexural-Torsional Buckling of Steel Arches under a Localized Uniform Radial-Load Incorporating Shear Deformations

Published:2019-10 Issue:10 Volume:145 Page:04019117
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lu Hanwen¹,Liu Airong²,Pi Yong-Lin³,Huang Yonghui⁴,Bradford Mark Andrew⁵,Fu Jiyang⁶

Affiliation:

1. Guangzhou University–Tamkang University Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou Univ., Guangzhou 510006, China.

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

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

4. Associate Professor, Guangzhou University-Tamkang University Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou Univ., Guangzhou 510006, China.

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

6. Professor, Guangzhou University–Tamkang University Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou Univ., Guangzhou 510006, 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.0002407

Reference30 articles.

1. Elastic flexural-torsional buckling of circular arches under uniform compression and effects of load height

2. A new analytical solution for lateral-torsional buckling of arches under axial uniform compression

3. Buckling of parabolic shallow arches when support stiffens under compression

4. In-Plane Elastic Buckling of Shallow Parabolic Arches under an External Load and Temperature Changes

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