Effect of Tuned Mass Damper on the Interaction of a Quarter Car Model with a Damaged Bridge

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TY  - JOUR
  - Pakrashi, V; O'Connor, A; Basu, B
  - 2010
  - Unknown
  - Structure and Infrastructure Engineering
  - Effect of Tuned Mass Damper on the Interaction of a Quarter Car Model with a Damaged Bridge
  - Published
  - ()
  - 6
  - 4
  - 409
  - 421
  - 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.
  - 1573-2479,1744-8980
  - http://prod.informaworld.com/smpp/content~content=a792817152~db=all~jumptype=rss
  - 10.1080/15732470701816850
DA  - 2010/NaN
ER  - 
@article{V52679149,
   = {Pakrashi, V and  O'Connor, A and  Basu, B},
   = {2010},
   = {Unknown},
   = {Structure and Infrastructure Engineering},
   = {Effect of Tuned Mass Damper on the Interaction of a Quarter Car Model with a Damaged Bridge},
   = {Published},
   = {()},
   = {6},
   = {4},
  pages = {409--421},
   = {{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.}},
  issn = {1573-2479,1744-8980},
   = {http://prod.informaworld.com/smpp/content~content=a792817152~db=all~jumptype=rss},
   = {10.1080/15732470701816850},
  source = {IRIS}
}
AUTHORSPakrashi, V; O'Connor, A; Basu, B
YEAR2010
MONTHUnknown
JOURNAL_CODEStructure and Infrastructure Engineering
TITLEEffect of Tuned Mass Damper on the Interaction of a Quarter Car Model with a Damaged Bridge
STATUSPublished
TIMES_CITED()
SEARCH_KEYWORD
VOLUME6
ISSUE4
START_PAGE409
END_PAGE421
ABSTRACTThis 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.
PUBLISHER_LOCATION
ISBN_ISSN1573-2479,1744-8980
EDITION
URLhttp://prod.informaworld.com/smpp/content~content=a792817152~db=all~jumptype=rss
DOI_LINK10.1080/15732470701816850
FUNDING_BODY
GRANT_DETAILS