Cable Anchorage System Modeling Methods for Self-Anchored Suspension Bridges with Steel Box Girders-Reference-Cited by-同舟云学术

Cable Anchorage System Modeling Methods for Self-Anchored Suspension Bridges with Steel Box Girders

Published:2014-02 Issue:2 Volume:19 Page:172-185
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Nie Jian-Guo¹,Zhou Meng²,Wang Yu-Hang³,Fan Jian-Sheng¹,Tao Mu-Xuan⁴

Affiliation:

1. Professor, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

2. Ph.D. Candidate, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

3. Ph.D. Candidate, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

4. Postdoctoral Scholar, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, 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.1943-5592.0000529

Reference19 articles.

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4. Multi-scale damage analysis for a steel box girder of a long-span cable-stayed bridge

5. Test on the composite joint section between steel box girder and concrete tower of a cable-stayed bridge;Fan J. S.;China Civ. Eng. J.,2008

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