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- W2357189989 abstract "Taking into account the geometric nonlinearity of bridge structure,the dynamic analysis model for bridge under train and wind action is established.A long-span continuous steel truss bridge is taken for an example,the acting effects of static wind and buffeting wind as well as the influence of wind velocity and train speed,and the effect of geometric nonlinearity are analyzed.The results show that the wind loads should be considered synthetically in analyzing the train and bridge system,both wind velocity and train-speed have great influence on the maximum deflection of the bridge,and the linear and nonlinear displacement time curves are different obviously." @default.
- W2357189989 created "2016-06-24" @default.
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- W2357189989 date "2012-01-01" @default.
- W2357189989 modified "2023-09-23" @default.
- W2357189989 title "Nonlinear coupling vibration analysis of wind load-train-long-span bridge system" @default.
- W2357189989 hasPublicationYear "2012" @default.
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