| contributor author | Yung-Hsiang Chen | |
| contributor author | Ding-Shin Chen | |
| date accessioned | 2017-05-08T21:25:10Z | |
| date available | 2017-05-08T21:25:10Z | |
| date copyright | March 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%291084-0702%282004%299%3A2%28167%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50732 | |
| description abstract | The structural analysis of a Timoshenko beam system with tuned mass dampers (TMDs) under moving-load excitation is presented. A proposed simplified two-degrees-of freedom system based on the first mode of the Timoshenko beam is employed for the design of TMDs. The dynamic characteristics of a Timoshenko beam, such as the structural-resonant and phase-resonant velocities, and the effectiveness of a TMD for vibrational control are especially emphasized. A practical example of an elevated railway subjected to the Japanese Shinkansen (SKS) high-speed bullet train is included. | |
| publisher | American Society of Civil Engineers | |
| title | Timoshenko Beam with Tuned Mass Dampers to Moving Loads | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 2 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2004)9:2(167) | |
| tree | Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 002 | |
| contenttype | Fulltext | |
