In-Service Evaluation of Cable-Stayed Bridges, Overview of Available Methods and Findings
Author:
Affiliation:
1. President, Bridge Engineering Solutions, Inc., P.O. Box 1565, Lewiston, NY 14092.
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%282006%2911%3A6%28716%29
Reference18 articles.
1. Bergamini A. (2001). “Non-destructive testing of stay cables.” Proc. IABSE Conf. on Suspended Bridges Seoul South Korea.
2. De Pinna M. A. (2003). “Focus: Applications of high energy X-ray inspection of post-tensioned concrete structures and cable stay bridges.” PTI Journal 1(2) 43–48.
3. Irwin P. A. (1997). “Wind vibrations of cables on cable-stayed bridges.” Proc. ASCE Structures Congress Vol. 1 383–387 Portland Ore.
4. Rain-wind induced vibration of cables of cable-stayed bridges
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