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- W2357150633 abstract "The wind barrier on the high-speed railway bridge is subject to the fluctuating force induced by the running train. The vibration response of the barrier under the fluctuating force shall be taken into account in the wind barrier design. A finite element model of wind barrier was established to calculate the vibration response considering the load combination of the natural wind load,the self-weight of the structure and the fluctuating load. The wind barrier on the bridge in new built Lanzhou-Xinjiang railway line was taken as an example. The vibration responses of the key nodes in the model were calculated. The results revealed that the dynamic response of the wind barrier greatly increased when considering the fluctuating characteristic of the natural wind and aerodynamic force induced by the train. The vibration response calculation of the wind barrier shall be calculated considering the combination of the aerodynamic force induced by the train and the basic wind pressure of the natural wind as the static load. Additionally,the vibration of the windbreak plate of the barrier shall be carefully designed,whose response was much higher than that of stand column." @default.
- W2357150633 created "2016-06-24" @default.
- W2357150633 creator A5050976274 @default.
- W2357150633 date "2015-01-01" @default.
- W2357150633 modified "2023-09-24" @default.
- W2357150633 title "Analysis of vibration response of bridge's wind barrier to fluctuating force induced by train running" @default.
- W2357150633 hasPublicationYear "2015" @default.
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