contributor author | Sean P. Brady | |
contributor author | Eugene J. O'Brien | |
contributor author | Aleš Žnidarič | |
date accessioned | 2017-05-08T21:25:28Z | |
date available | 2017-05-08T21:25:28Z | |
date copyright | March 2006 | |
date issued | 2006 | |
identifier other | %28asce%291084-0702%282006%2911%3A2%28241%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50914 | |
description abstract | Many 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. | |
publisher | American Society of Civil Engineers | |
title | Effect of Vehicle Velocity on the Dynamic Amplification of a Vehicle Crossing a Simply Supported Bridge | |
type | Journal Paper | |
journal volume | 11 | |
journal issue | 2 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)1084-0702(2006)11:2(241) | |
tree | Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 002 | |
contenttype | Fulltext | |