Fatigue Reliability Assessment of Railway Bridges Based on Probabilistic Dynamic Analysis of a Coupled Train-Bridge System-Reference-Cited by-同舟云学术

Fatigue Reliability Assessment of Railway Bridges Based on Probabilistic Dynamic Analysis of a Coupled Train-Bridge System

Published:2016-03 Issue:3 Volume:142 Page:04015158
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Li Huile¹,Frangopol Dan M.²,Soliman Mohamed³,Xia He⁴

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China; formerly, Visiting Predoctoral Research Associate, Dept. of Civil and Environmental Engineering, ATLSS Engineering Research Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015-4729.

2. Professor and the Fazlur R. Khan Endowed Chair of Structural Engineering and Architecture, Dept. of Civil and Environmental Engineering, ATLSS Engineering Research Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015-4729 (corresponding author).

3. Assistant Professor, School of Civil and Environmental Engineering, College of Engineering, Architecture and Technology, Oklahoma State Univ., 207 Engineering South, Stillwater, OK 74078-5033.

4. Professor, School of Civil Engineering, Beijing Key Laboratory of Structural Wind Engineering and Urban Wind Environment, Beijing Jiaotong Univ., Beijing 100044, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001435

Reference49 articles.

1. AASHTO. (2008). “AASHTO LRFD bridge design specifications.” Washington DC.

2. ANSYS [Computer software] ANSYS Inc. Global Headquarters Canonsburg PA.

3. AREA (American Railway Engineering Association) (1983). “Manual for railway engineering.” Washington DC.

4. Impact study of cable-stayed railway bridges with random rail irregularities

5. Fatigue reliability assessment of a historic railway bridge designed by Gustave Eiffel

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