Free Vibrations of Taut Cable with Attached Damper. II: Nonlinear Damper-Reference-Cited by-同舟云学术

Free Vibrations of Taut Cable with Attached Damper. II: Nonlinear Damper

Published:2002-10 Issue:10 Volume:128 Page:1072-1081
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Main J. A.¹,Jones N. P.²

Affiliation:

1. Graduate student, Dept. of Civil Engineering, Johns Hopkins Univ., 207 Latrobe Hall, 3400 N. Charles St., Baltimore, MD 21218.

2. Professor and Chair, Dept. of Civil Engineering, Johns Hopkins Univ., 207 Latrobe Hall, 3400 N. Charles St., Baltimore, MD 21218.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282002%29128%3A10%281072%29

Reference10 articles.

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2. Hjorth-Hansen E. Strømmen E. Myrvoll F. Hansvold C. and Ronnebrant R. (2001). “Performance of a friction damping device for the cables on Uddevalla cable-stayed bridge.” Proc. 4th Int. Symp. on Cable Dynamics A.I.M Liège Belgium 179–186.

3. Irwin P. (1997). “Wind vibrations of cables on cable-stayed bridges.” Proc. Struct Congress XV 383–387.

4. 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.

5. Kovacs I. Strømmen E. and Hjorth-Hansen E. (1999). “Damping devices against cable oscillations on Sunningesund Bridge.” Proc. 3rd Int. Symp. on Cable Dynamics A.I.M Liège Belgium 145–150.

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