Equivalent Wheel Load Approach for Slender Cable-Stayed Bridge Fatigue Assessment under Traffic and Wind: Feasibility Study-Reference-Cited by-同舟云学术

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Equivalent Wheel Load Approach for Slender Cable-Stayed Bridge Fatigue Assessment under Traffic and Wind: Feasibility Study

Published:2007-11 Issue:6 Volume:12 Page:755-764
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chen S. R.¹²,Cai C. S.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523.

2. Associate Professor, Dept. of Civil & Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70802 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282007%2912%3A6%28755%29

Reference18 articles.

1. Dynamic interaction of moving vehicles and structures

2. Framework of vehicle–bridge–wind dynamic analysis

3. Wind vibration mitigation of long-span bridges in hurricanes

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