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Dynamic response of a bridge with surface deck irregularities

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dc.contributor.author Michaltsos, GT en
dc.contributor.author Konstantakopoulos, TG en
dc.date.accessioned 2014-03-01T01:15:33Z
dc.date.available 2014-03-01T01:15:33Z
dc.date.issued 2000 en
dc.identifier.issn 1077-5463 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/13588
dc.subject deck irregularities en
dc.subject bridge dynamic en
dc.subject.classification Acoustics en
dc.subject.classification Engineering, Mechanical en
dc.subject.classification Mechanics en
dc.subject.other MOVING MASS en
dc.subject.other BEAM en
dc.title Dynamic response of a bridge with surface deck irregularities en
heal.type journalArticle en
heal.identifier.primary 10.1177/107754630000600502 en
heal.identifier.secondary http://dx.doi.org/10.1177/107754630000600502 en
heal.language English en
heal.publicationDate 2000 en
heal.abstract This paper examines the effects of the surface deck irregularities on the dynamic response of a bridge, during the passage of a light or heavy vehicle. The authors especially try to find the effect of the shape, the size, and the position of an irregularity in connection with the length of the span of a bridge and the velocity of a vehicle. For this reason, two types of irregularity are considered. The first with an abnormal shape and the second with a normal shape. The authors also examine the effect on the dynamic response of a bridge of the position of an irregularity for different positions of a vehicle. Finally, they try to determine the effect of replacing the true vehicle by a model, consisting of one, two, or three moving loads connected with each other. The dynamic response of the bridge is calculated by modeling the bridge and the moving load separately and combining the models with an iterative procedure according to the known technique in use. en
heal.publisher SAGE PUBLICATIONS INC en
heal.journalName JOURNAL OF VIBRATION AND CONTROL en
dc.identifier.doi 10.1177/107754630000600502 en
dc.identifier.isi ISI:000087732500002 en
dc.identifier.volume 6 en
dc.identifier.issue 5 en
dc.identifier.spage 667 en
dc.identifier.epage 689 en


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