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- W2364154910 abstract "The dynamics of train-bridge system with elastic supports was studied. The principal vibration of a simple beam with elastic supports was analyzed and the analytical formulation of normal vibration mode was derived. Based on the parameters of typical beam of viaduct rail transit in Shanghai, using the normal vibration mode and Runge-Kutta method, the vibration of train-bridge system with elastic supports at the train passing was analyzed. Under the practical conditions of numerical example, the calculated result shows that the vibration of train-bridge system with elastic supports is not rather deferent from that of train-bridge system with rigid supports. The effects of the stiffness of bearing isolations and the system damping on vibration of bridge were also analyzed." @default.
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- W2364154910 date "2004-01-01" @default.
- W2364154910 modified "2023-09-23" @default.
- W2364154910 title "Dynamic Analysis of Train-bridge System with Elastic Supports" @default.
- W2364154910 hasPublicationYear "2004" @default.
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