Dynamic Responses of Time-Dependent System of Long-Span Suspension Bridge and Train under Wind Load

A finite element method of space vibration analysis of the time-dependent system of long span suspension bridge and train under wind load is put forward in this paper. The correlation coefficient of wind along long span bridge is taken into account to simulate the wind speed curve in every point alo...

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Veröffentlicht in:	Applied Mechanics and Materials 2012-01, Vol.105-107, p.1326-1332
Hauptverfasser:	Tang, Jun Feng, Guo, Xiang Rong, Liu, Yu Feng
Format:	Artikel
Sprache:	eng
Online-Zugang:	Volltext
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