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Semiactive Damping of Stay Cables |
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| Authors: | Erik A Johnson Greg A Baker B F Spencer Jr Yozo Fujino |
| Affiliation: | 1Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90089. E-mail: JohnsonE@usc.edu 2Formerly, Graduate Research Assistant, Dept. of Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556. 3Newmark Endowed Chair in Civil Engineering, Univ. of Illinois, Urbana, IL 61801. E-mail: bfs@uiuc.edu 4Professor, Dept. of Civil Engineering, Univ. of Tokyo, Bunkyo-ku, Tokyo 113, Japan. E-mail: fujino@bridge.t.u-tokyo.ac.jp |
| Abstract: | Stay cables, such as are used in cable-stayed bridges, are prone to vibration due to their low inherent damping characteristics. Transversely attached passive viscous dampers have been implemented in many bridges to dampen such vibration. Several studies have investigated optimal passive linear viscous dampers; however, even the optimal passive device can only add a small amount of damping to the cable when attached a reasonable distance from the cable/deck anchorage. This paper investigates the potential for improved damping using semiactive devices. The equations of motion of the cable/damper system are derived using an assumed modes approach and a control-oriented model is developed. The control-oriented model is shown to be more accurate than other models and facilitates low-order control designs. The effectiveness of passive linear viscous dampers is reviewed. The response of a cable with passive, active, and semiactive dampers is studied. The response with a semiactive damper is found to be dramatically reduced compared to the optimal passive linear viscous damper for typical damper configurations, thus demonstrating the potential benefits using a semiactive damper for absorbing cable vibratory energy. |
| Keywords: | Damping Structural control Vibration Cables |