Evaluation of Viscous Dampers for Stay-Cable Vibration Mitigation-Reference-Cited by-同舟云学术

Evaluation of Viscous Dampers for Stay-Cable Vibration Mitigation

Published:2001-12 Issue:6 Volume:6 Page:385-397
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Main J. A.¹²³,Jones N. P.¹²³

Affiliation:

1. Member, ASCE

2. Grad. Student, Dept. of Civ. Engrg., Johns Hopkins Univ., 207 Latrobe Hall, 3400 N. Charles St., Baltimore, MD 21218. E-mail: jmain@jhu.edu

3. Prof. and Chair, Dept. of Civ. Engrg., Johns Hopkins Univ., 207 Latrobe Hall, 3400 N. Charles St., Baltimore, MD 21218. E-mail: nick@jhu.edu

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%282001%296%3A6%28385%29

Reference21 articles.

1. Importance of Cable Vibration in Dynamics of Cable‐Stayed Bridges

2. Carne T. G. ( 1981). “Guy cable design and damping for vertical axis wind turbines.” SAND80-2669 Sandia National Laboratories Albuquerque N.M.

3. Hikami Y. and Shiraishi N. ( 1988). “Rain-wind induced vibrations of cables in cable stayed bridges.” J. Wind Engrg. Industrial Aerodynamics Amsterdam 29 409–418.

4. Irwin P. ( 1997). “Wind vibrations of cables on cable-stayed bridges.” Proc. Struct. Congr. XV ASCE New York 383–387.

5. Johnson E. A. Spencer B. F. Jr. and Fujino Y. ( 1999). “Semiactive damping of stay cables: A preliminary study.” Proc. 17th Int. Modal Analysis Conf. Society for Experimental Mechanics Inc. Bethel Conn. 417–423.

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