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contributor authorO. R. Jaiswal
contributor authorR. N. Iyengar
date accessioned2017-05-08T22:38:22Z
date available2017-05-08T22:38:22Z
date copyrightJuly 1997
date issued1997
identifier other%28asce%290733-9399%281997%29123%3A7%28753%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84644
description abstractDynamic analysis of a railway track under moving vibratory masses is presented in this technical note. In such problems the critical velocity is an important parameter. This is influenced by the dynamical characteristics of the moving load. The track is modeled as an infinitely long Euler-Bernoulli beam on Winkler foundation. A novel approach to obtain the steady-state response of the track subjected to
publisherAmerican Society of Civil Engineers
titleDynamic Response of Railway Tracks to Oscillatory Moving Masses
typeJournal Paper
journal volume123
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1997)123:7(753)
treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 007
contenttypeFulltext


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