Fatigue Life Assessment of a Plate Girder Bridge Using an Uncoupled Iterative Scheme for Bridge–Vehicle Interaction-Reference-Cited by-同舟云学术

Fatigue Life Assessment of a Plate Girder Bridge Using an Uncoupled Iterative Scheme for Bridge–Vehicle Interaction

Published:2023-02 Issue:2 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Pillai Anjaly J.¹^ORCID,Talukdar Sudip²

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, Guwahati, Assam 781039, India. ORCID: .

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology, Guwahati, Assam 781039, India (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-5703

Reference48 articles.

1. AASHTO. 2010. AASHTO LRFD bridge design specifications. 5th ed. Washington, DC: AASHTO.

2. An investigation of the fatigue strength of deck slabs of composite steel/concrete bridges;Batchelor B. D.;Transp. Res. Rec.,1978

3. Effect of Vehicle Velocity on the Dynamic Amplification of a Vehicle Crossing a Simply Supported Bridge

4. CEN (European Committee for Standardization). 2003. Actions on structures—Part 2: Traffic loads on bridges. Eurocode 1. Brussels, Belgium: CEN.

5. Chopra, A. K. 2011. Dynamic of structures theory and applications to earthquake engineering. 4th ed., edited by W. J. Hall. Hoboken, NJ: Prentice Hall.

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