Wind-Induced Stay Cable Vibrations: Measurement and Mitigation-Reference-Cited by-同舟云学术

Wind-Induced Stay Cable Vibrations: Measurement and Mitigation

Published:2000-04-27 Issue: Volume: Page:
ISSN:
Container-title:Advanced Technology in Structural Engineering
language:
Short-container-title:

Author:

Lankin P.Eng.¹¹¹²,Kilpatrick John¹¹¹²,Irwin Peter A.¹¹¹²,Alca Nedim¹¹¹²

Affiliation:

1. Rowan William Davies & Irwin Inc., 650 Woodlawn Road West, Guelph, ON, N1K 1B8, Canada

2. Buckland & Taylor Ltd. (formerly with RWDI), 1591 Bowser Ave., N. Vancouver, BC, V7P 2Y4, Canada

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40492%282000%2946

Reference5 articles.

1. [l] T.G. Carne "Guy Cable Design and Damping for Vertical Axis Wind Turbines" Sandia National Laboratories Report SANSO-2669 1980.

2. P.A. Irwin "Wind Vibrations of Cables on Cable-stayed Bridges" Proceedings of Structures Congress Xv Structural Engineering Institute/ASCE held April 13- 16 1997 Portland Oregon pp. 383-387.

3. M. Matsumoto M.Yamagishi J. Aoki and N. Shiraishi "Various Mechanism of Inclined Cable Aerodynamics" Proceedings of Ninth International Conference on Wind Engineering held 1995 New Delhi India pp. 759-770.

4. Estimation Curve for Modal Damping in Stay Cables with Viscous Damper;Pacheco B.M.;AXE Journal of Structural Engineering,1993

5. Post-Tensioning Institute Recommendations for Stay Cable Design Testing and Installation Post-Tensioning Institute on Cable Stayed Bridges Draft of Fourth Edition February 8 1999.

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