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contributor authorMa Cunming;Duan Qingsong;Li Qiusheng;Chen Kejian;Liao Haili
date accessioned2019-02-26T07:38:30Z
date available2019-02-26T07:38:30Z
date issued2018
identifier other%28ASCE%29BE.1943-5592.0001305.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248448
description abstractExperiments were conducted in a wind tunnel with scaled models to investigate the aerodynamic characteristics of a train on a steel truss girder. Simultaneous surface pressure measurements were conducted under two turbulent flow fields. The aerodynamic-force coefficients, aerodynamic-admittance functions, and spanwise correlation characteristics of buffeting forces on the train were examined. A mean pressure coefficient suction peak was observed at the windward roof corner, and a fairly uniform pressure distribution was observed on the leeward surface of the train. The variation of the wind angle of attack (–3° to 3°) and turbulent flow field had minimal effects on the spanwise correlation of buffeting forces, whereas the effects of the train position on the truss girder and spanwise distance were significant. The aerodynamic admittances of the train were found to be a function of the train position on the truss girder and turbulent flow field. The effect of the wind angle of attack (–3° to 3°) on the aerodynamic admittances of the lateral and lift forces was mainly in the low-frequency region. Finally, empirical expressions were proposed to facilitate engineering applications.
publisherAmerican Society of Civil Engineers
titleBuffeting Forces on Static Trains on a Truss Girder in Turbulent Crosswinds
typeJournal Paper
journal volume23
journal issue11
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0001305
page4018086
treeJournal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 011
contenttypeFulltext


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