Longitudinal Restraint of a Double-Cable Suspension Bridge-Reference-Cited by-同舟云学术

Longitudinal Restraint of a Double-Cable Suspension Bridge

Published:2014-04 Issue:4 Volume:19 Page:06013002
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chai Shengbo¹,Xiao Rucheng²,Li Xiaonian³

Affiliation:

1. Lecturer, School of Architecture and Civil Engineering, Xi'an Univ. of Science and Technology, No.58 Yanta Rd., Xi'an 710054, P. R. China; formerly, Ph.D. Student, Dept. of Bridge Engineering, Tongji Univ., No.1239 Siping Rd., Shanghai 200092, China (corresponding author).

2. Professor, Dept. of Bridge Engineering, Tongji Univ., No.1239 Siping Rd., Shanghai 200092, China.

3. Ph.D. Student, Dept. of Bridge Engineering, Tongji Univ., No.1239 Siping Rd., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000528

Reference7 articles.

1. Mechanical properties of double-cable suspension bridge system (I);Chai S. B.;J. South China Univ. Technol.,2011

2. Deformation characteristics of main cable in suspension bridge caused by live load;Chai S. B.;J. Tongji Univ.,2012

3. Multi-span suspension bridges;Forsberg T.;Int. J. Steel Struct.,2001

4. Gravity Stiffness of Classical Suspension Bridges

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