Lateral-Torsional Buckling of Shear Deformable Monosymmetric Steel I-Section Arches with Elastic Rotational-End Restraints under a Central Concentrated Load-Reference-Cited by-同舟云学术

Lateral-Torsional Buckling of Shear Deformable Monosymmetric Steel I-Section Arches with Elastic Rotational-End Restraints under a Central Concentrated Load

Published:2021-02 Issue:2 Volume:147 Page:04020321
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Liu Lulu¹^ORCID,Lu Hanwen²,Liu Airong³,Pi Yong-Lin⁴^ORCID,Bradford Mark Andrew⁵

Affiliation:

1. Ph.D. Student, Guangzhou Univ.–Tamkang Univ. Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou Univ., No. 230, Waihuanxi Rd. HEMC, Panyu District, Guangzhou 510006, China. ORCID: .

2. Lecturer, School of Transportation, Civil Engineering and Architecture, Foshan Univ., No. 18, Jiangwanyi Rd., Chancheng District, Foshan 5288225, China; Ph.D. Student, Guangzhou Univ.–Tamkang Univ. Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou Univ., No. 230, Waihuanxi Rd. HEMC, Panyu District, Guangzhou 510006, China.

3. Professor, Guangzhou Univ.–Tamkang Univ. Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou Univ., No. 230, Waihuanxi Rd. HEMC, Panyu District, Guangzhou 510006, China (corresponding author).

4. Professor, Guangzhou Univ.–Tamkang Univ. Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou Univ., No. 230, Waihuanxi Rd. HEMC, Panyu District, Guangzhou 510006, China; Professor, Centre for Infrastructure Engineering and Safety, Univ. of New South Wales, Sydney 2052, Australia. ORCID: .

5. Scientia Professor, Guangzhou Univ.–Tamkang Univ. Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou Univ., No. 230, Waihuanxi Rd. HEMC, Panyu District, Guangzhou 510006, China; Scientia Professor, Centre for Infrastructure Engineering and Safety, Univ. of New South Wales, Sydney 2052, Australia.

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.0002877

Reference31 articles.

1. Flexural–torsional buckling of fixed steel arches under uniform bending

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

3. In-plane nonlinear buckling analysis of circular arches considering shear deformation;Chu C.;J. Constr. Steel Res.,2020

4. Elastic out-of-plane buckling load of circular steel tubular truss arches incorporating shearing effects

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