Flexural-Torsional Buckling and Ultimate Resistance of Parabolic Steel Arches Subjected to Uniformly Distributed Vertical Load-Reference-Cited by-同舟云学术

Flexural-Torsional Buckling and Ultimate Resistance of Parabolic Steel Arches Subjected to Uniformly Distributed Vertical Load

Author:

Dou Chao¹,Guo Yan-Lin²,Pi Yong-Lin³,Zhao Si-Yuan⁴

Affiliation:

1. Lecturer, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, P.R. China (corresponding author).

2. Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, P.R. China.

3. Professor, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.

4. Ph.D. Candidate, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, P.R. 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

Reference30 articles.

2. ANSYS R13.0 [Computer software]. Canonsberg PA ANSYS.

4. Study on flexural-torsional buckling load of circular arches;Dou C.;Eng. Mech.,2012

Cited by 15 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献