Full-Scale Measurements to Investigate Rain–Wind Induced Cable-Stay Vibration and Its Mitigation-Reference-Cited by-同舟云学术

Full-Scale Measurements to Investigate Rain–Wind Induced Cable-Stay Vibration and Its Mitigation

Published:2006-05 Issue:3 Volume:11 Page:293-304
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Phelan R. Scott¹²³,Sarkar Partha P.¹²³,Mehta Kishor C.¹²³

Affiliation:

1. Senior Bridge Engineer, International Bridge Technologies, San Diego, CA 92123–4383; formerly, Research Assistant Professor, Dept. of Civil Engineering, Texas Tech Univ., Lubbock, TX 79409-1023 (corresponding author).

2. Associate Professor and Wilson Chair, Dept. of Aerospace Engineering, Iowa State Univ., Ames, IA 50011-2271; formerly, Dept. of Civil Engineering, Texas Tech Univ.

3. P.W. Horn Professor, Dept. of Civil Engineering, Texas Tech Univ., Lubbock, TX 79409-1023.

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%3A3%28293%29

Reference20 articles.

1. Bosch Harold R. (1999). “Wind-induced vibration of bridge cables a national and international overview.” Proc. Workshop on Rain–Wind Vibrations in Cable Stayed Bridges Federal Highway Administration Washington D.C.

2. Wind- and rain-induced oscillations of cables of stayed bridges

3. Davenport A. G. (1995). “The dynamics of cables in wind.” Int. Symp. on Cable Dynamics Liege Belgium: A.I.M. 1–12 insert.

4. Numerical Modelling of Rain-Wind-Induced Vibration: Erasmus Bridge, Rotterdam

5. Rain-wind induced vibrations of cables stayed bridges

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