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contributor authorSean P. Brady
contributor authorEugene J. O'Brien
contributor authorAleš Žnidarič
date accessioned2017-05-08T21:25:28Z
date available2017-05-08T21:25:28Z
date copyrightMarch 2006
date issued2006
identifier other%28asce%291084-0702%282006%2911%3A2%28241%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50914
description abstractMany writers, using both experimental tests and complex numerical models, have examined the effect of vehicle velocity on a highway bridge’s dynamic amplification. Although these tests and models give valuable quantitative information on dynamic amplification, they give little insight into how amplification is affected by individual vehicle/bridge parameters. This paper uses relatively simple numerical models to investigate the effect of vehicle velocity on a bridge’s dynamic amplification. A single vehicle crossing a simply supported bridge is modeled as a constant point force. A set of critical velocities are determined associated with peaks of dynamic amplification for all beams. The reasons for these large amplifications are discussed. A more complex finite element model, validated with field tests, is used to test the applicability of the conclusions obtained from the simple models to a realistic bridge/vehicle system.
publisherAmerican Society of Civil Engineers
titleEffect of Vehicle Velocity on the Dynamic Amplification of a Vehicle Crossing a Simply Supported Bridge
typeJournal Paper
journal volume11
journal issue2
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2006)11:2(241)
treeJournal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 002
contenttypeFulltext


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