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.

1. Short history of ‘high-speed’ railway in France before the TGV;Bouley J.;Jpn. Railway Transp. Rev.,1994

2. Chen G. G. Dai J. Liang L. Yang Z. Yue and W. Liu. 2017. “Numerical study on 1200m-span railway cable-stayed bridges with four different girder sections.” In Vol. 109 of Proc. IABSE Symp. Report 793–800. Zurich Switzerland: International Association for Bridge and Structural Engineering.

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

Cited by 14 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

1. Experimental and numerical investigation of the expansion mechanism of beam-end expansion devices in large-span bridge;Engineering Structures;2024-01

2. Study on strain characteristic function for performance evaluation of high-speed railway steel truss bridge;Structures;2023-09

3. Investigation on Effect of Reflective Coating on Temperature Field of CRTS Ⅱ Slab Ballastless Track under Sunlight;Sustainability;2023-01-04

4. The Influence of Buckling Mode and Buckling Stability Coefficient of Rigid-Frame Bridge during Construction in Cold Region;Geofluids;2022-07-16

5. Mechanical Properties and Structural Optimization of Continuous Welded Rail on Super-Long-Span Suspension Bridges for High-Speed Railway;Applied Sciences;2021-12-29