A New Bilinear Resistance Algorithm to Analyze the Track-Bridge Interaction on Long-Span Steel Bridge under Thermal Action-Reference-Cited by-同舟云学术

A New Bilinear Resistance Algorithm to Analyze the Track-Bridge Interaction on Long-Span Steel Bridge under Thermal Action

Published:2020-02 Issue:2 Volume:25 Page:04019138
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Dai Gonglian¹,Chen Guorong²,Zheng Rongrong³,Chen Y. Frank⁴

Affiliation:

1. Professor, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China.

2. Ph.D. Student, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China; Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Berkeley, CA 94720 (corresponding author).

3. Graduate Student, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China.

4. Professor, School of Science, Engineering, and Technology, Pennsylvania State Univ. Harrisburg, Middletown, PA 17057.

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.1943-5592.0001505

Reference30 articles.

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3. Interaction analysis of continuous slab track (CST) on long-span continuous high-speed rail bridges;Dai G.;Struct. Eng. Mech.,2017

4. Case Study of Twin Cable-Stayed Bridges for High-Speed Railway in China: Design, Analysis and Construction

5. Longitudinal forces of continuously welded track on high-speed railway cable-stayed bridge considering impact of adjacent bridges

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