| contributor author | Hector Jensen | |
| contributor author | Mehdi Setareh | |
| contributor author | Ralf Peek | |
| date accessioned | 2017-05-08T20:54:29Z | |
| date available | 2017-05-08T20:54:29Z | |
| date copyright | December 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9445%281992%29118%3A12%283285%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31309 | |
| description abstract | The use of tuned mass dampers (TMDs) to reduce the vibrations of single‐degree‐of‐freedom systems with uncertain properties subjected to white‐noise random excitation is considered. The uncertainties of the system are modeled as random variables and are assumed to be time‐independent. The statistics of the system response are found by using a second‐order Taylor expansion or numerical integration methods. Using these methods and an optimization software the optimum design parameters of the TMD are computed. Validation calculations show that Taylor expansion can predict the system response for low and moderate levels of uncertainty in the system properties. It is found that parameter uncertainties may have a significant effect on the TMD efficiency. Finally, it is recommended that the “probabilistic tuning” approach described in this paper be used whenever there is a significant uncertainty in the system properties. | |
| publisher | American Society of Civil Engineers | |
| title | TMDs for Vibration Control of Systems with Uncertain Properties | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1992)118:12(3285) | |
| tree | Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 012 | |
| contenttype | Fulltext | |