Effect of tuned mass damper on the interaction of a quarter car model with a damaged bridge

Files in This Item:
File Description SizeFormat 
bridge tmd structure and infrastructure re-revision.pdf507.09 kBAdobe PDFDownload
Title: Effect of tuned mass damper on the interaction of a quarter car model with a damaged bridge
Authors: Pakrashi, Vikram
O'Connor, Alan
Basu, Biswajit
Permanent link: http://hdl.handle.net/10197/10473
Date: Aug-2010
Online since: 2019-05-15T11:19:41Z
Abstract: This paper considers the effects of a tuned mass damper (TMD) on damaged bridge-accelerating quarter car vehicle interaction. The damage of the bridge is considered to be an open crack. The incorporation of a TMD to control the vibration response of the bridge and the quarter car vehicle model has been investigated from different aspects. A simplified form for the tuning ratio of the TMD is proposed. The vibration mitigation of the peak displacement, velocity and acceleration of the damaged bridge and the accelerating quarter car vehicle model using such a tuning is observed, along with the effects of possible detuning of the TMD due to the progressive deterioration of the bridge. A detailed parametric study is performed on the system with the TMD, considering the effects of quarter car vehicle model velocity, acceleration and the severity of the damage of the bridge.
Type of material: Journal Article
Publisher: Taylor & Francis
Journal: Structure and Infrastructure Engineering
Volume: 6
Issue: 4
Start page: 409
End page: 421
Copyright (published version): 2010 Taylor & Francis
Keywords: Tuned Mass DampersOpen CrackVibration ControlTuning RatioBridge-Vehicle Interaction
DOI: 10.1080/15732470701816850
Language: en
Status of Item: Peer reviewed
Appears in Collections:Mechanical & Materials Engineering Research Collection

Show full item record

SCOPUSTM   
Citations 50

4
checked on May 17, 2019

Google ScholarTM

Check

Altmetric


This item is available under the Attribution-NonCommercial-NoDerivs 3.0 Ireland. No item may be reproduced for commercial purposes. For other possible restrictions on use please refer to the publisher's URL where this is made available, or to notes contained in the item itself. Other terms may apply.