Theoretical Study and Parametric Analysis on Restrained Torsion of Composite Box Girder Bridge with Corrugated Steel Webs-Reference-Cited by-同舟云学术

Theoretical Study and Parametric Analysis on Restrained Torsion of Composite Box Girder Bridge with Corrugated Steel Webs

Author:

Huang Hongmeng¹,Zhang Yuanhai²,Ji Wei²,Luo Kui³

Affiliation:

1. Lecturer, College of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou 730070, China (corresponding author).

2. Professor, College of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou 730070, China.

3. Ph.D. Candidate, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

Reference50 articles.

2. Analysis and comparison of restrained torsion theories for rectangular box-shaped beam;Bao Y. F.;Eng. Mech.,1997

4. Flexural vibration of prestressed concrete bridges with corrugated steel webs;Chen X. C.;Int. J. Struct. Stab. Dyn.,2016

Cited by 8 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