| contributor author | Richard E. Christenson | |
| contributor author | B. F. Spencer Jr. | |
| contributor author | Erik A. Johnson | |
| date accessioned | 2017-05-08T22:40:50Z | |
| date available | 2017-05-08T22:40:50Z | |
| date copyright | March 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-9399%282006%29132%3A3%28268%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/86220 | |
| description 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. However, only minimal damping can be added if the attachment point is close to the bridge deck. For longer bridge cables, the relative attachment point becomes increasingly smaller, and passive damping may become insufficient. A recent analytical study by the authors demonstrated that “smart” semiactive damping can provide increased supplemental damping. This paper experimentally verifies a smart damping control strategy employing | |
| publisher | American Society of Civil Engineers | |
| title | Experimental Verification of Smart Cable Damping | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 3 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2006)132:3(268) | |
| tree | Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 003 | |
| contenttype | Fulltext | |
