Damping of Taut-Cable Systems: Effects of Linear Elastic Spring Support
Author:
Affiliation:
1. Assistant Professor, Univ. of North Texas, Denton, TX (corresponding author).
2. Professor and Dean, G. W. C. Whiting School of Engineering, Johns Hopkins Univ., 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%29EM.1943-7889.0000252
Reference25 articles.
1. Damping of Taut-Cable Systems: Two Dampers on a Single Stay
2. Carne T. J. (1981). “Guy cable design and damping for vertical axis wind turbines.” SAND80-2669 Sandia National Laboratories Albuquerque NM.
3. Christenson R. E. (2001). “Semiactive control of civil structures for natural hazard mitigation: Analytical and experimental studies.” Ph.D. dissertation Univ. of Notre Dame Notre Dame IN.
4. Experimental Verification of Smart Cable Damping
5. Control of Wind-Induced Self-Excited Oscillations by Transfer of Internal Energy to Higher Modes of Vibration. I: Analysis in Two Degrees of Freedom
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