Torsional Behavior and Fatigue Assessment of H-shaped Arch Bridge Hanger by Wind-induced Vibration
Author:
Affiliation:
1. North China University of Water Resources and Electric Power,School of Civil Engineering and Communication,Zhengzhou,China,450011
Publisher
IEEE
Link
http://xplorestaging.ieee.org/ielx7/10210728/10210729/10210987.pdf?arnumber=10210987
Reference22 articles.
1. Motion-Based Design of Passive Damping Systems to Reduce Wind-Induced Vibrations of Stay Cables under Uncertainty Conditions
2. A Field Investigation on Vortex-Induced Vibrations of Stay Cables in a Cable-Stayed Bridge
3. Practical experiences with wind-induced vibrations
4. Aerodynamic Response of Long H-Sections
5. Fatigue Behavior Evaluation of Full-Field Hangers in a Rigid Tied Arch High-Speed Railway Bridge: Case Study
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