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  5. The effect of vehicle velocity on the dynamic amplification of a vehicle crossing a simply supported bridge
 
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The effect of vehicle velocity on the dynamic amplification of a vehicle crossing a simply supported bridge

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Author(s)
Brady, Sean P. 
O'Brien, Eugene J. 
Znidaric, Ales 
Uri
http://hdl.handle.net/10197/2327
Date Issued
March 2006
Date Available
09T15:47:20Z August 2010
Abstract
Many authors, 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.
Sponsorship
Not applicable
Type of Material
Journal Article
Publisher
American Society of Civil Engineering (ASCE)
Journal
Journal of Bridge Engineering
Volume
11
Issue
2
Start Page
241
End Page
249
Copyright (Published Version)
2006 ASCE
Keywords
  • Dynamic analysis

  • Velocity

  • Trucks

  • Amplification

Subject – LCSH
Bridges--Live loads
Bridges--Materials--Dynamic testing
DOI
10.1061/(ASCE)1084-0702(2006)11:2(241)
Web versions
http://dx.doi.org/10.1061/(ASCE)1084-0702(2006)11:2(241)
Language
English
Status of Item
Peer reviewed
ISSN
1084-0702
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by-nc-sa/1.0/
Owning collection
Civil Engineering Research Collection
Scopus© citations
78
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Feb 4, 2023
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