Dynamic response of a bridge with surface deck irregularities

Michaltsos, GT; Konstantakopoulos, TG

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