contributor author | C. C. Lin | |
contributor author | J. F. Wang | |
contributor author | B. L. Chen | |
date accessioned | 2017-05-08T21:25:19Z | |
date available | 2017-05-08T21:25:19Z | |
date copyright | July 2005 | |
date issued | 2005 | |
identifier other | %28asce%291084-0702%282005%2910%3A4%28398%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50843 | |
description abstract | This paper deals with the applicability of multiple tuned mass dampers (MTMDs) to suppress train-induced vibration on bridges. A railway bridge is modeled as an Euler-Bernoulli beam and a train is simulated as a series of moving forces, moving masses, or moving suspension masses. According to the train load frequency analysis, resonant effects will occur as the modal frequencies of a bridge are close to the multiple of the impact frequency of the train load to the bridge. An MTMD system is then designed to alter the bridge dynamic characteristics to avoid excessive vibrations. Numerical results from simply supported bridges of the Taiwan High-Speed Railway (THSR) under real trains show that the proposed MTMD is more effective and reliable than a single TMD in reducing dynamic responses during resonant speeds, as the train axle arrangement is regular. It is also found that the inner space of a bridge box-girder of the THSR is wide and deep enough for installation and movement of MTMDs. | |
publisher | American Society of Civil Engineers | |
title | Train-Induced Vibration Control of High-Speed Railway Bridges Equipped with Multiple Tuned Mass Dampers | |
type | Journal Paper | |
journal volume | 10 | |
journal issue | 4 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)1084-0702(2005)10:4(398) | |
tree | Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 004 | |
contenttype | Fulltext | |