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contributor authorW. W. Guo
contributor authorY. L. Xu
contributor authorH. Xia
contributor authorW. S. Zhang
contributor authorK. M. Shum
date accessioned2017-05-08T21:00:00Z
date available2017-05-08T21:00:00Z
date copyrightJanuary 2007
date issued2007
identifier other%28asce%290733-9445%282007%29133%3A1%2812%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34890
description abstractThe field measurement results of the Tsing Ma suspension bridge under cross winds and running trains during Typhoon York have been presented in Part I of this study. The field measurement results are used in this paper (Paper II) to verify, to some extent, the finite element based framework developed by the writers in the time domain for predicting dynamic response of coupled train and bridge systems in cross winds. In this regard, a three-dimensional finite element model is used to model the Tsing Ma suspension bridge. Wind forces acting on the bridge are generated in the time domain using a fast spectral representation method and based on the field measurement results and wind tunnel test results. Each coach in a train running on the bridge is modeled by a
publisherAmerican Society of Civil Engineers
titleDynamic Response of Suspension Bridge to Typhoon and Trains. II: Numerical Results
typeJournal Paper
journal volume133
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2007)133:1(12)
treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 001
contenttypeFulltext


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