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- W2187444360 abstract "This paper presents the seismic isolation design method developed for nonlinear dynamic analysis of three-dimensional-isolated-railway bridge with lead rubber bearings. The equivalent bilinear modal and calculation method of dynamic parameters of lead rubber bearings are established, the seismic responses of pre-and post-seismic isolation of bridge are calculated, the effect of different vehicle speed and earthquake strength on the performance of seismic isolated bridges are analyzed. The results indicate that the seismic response of bridge decrease significantly after being isolated, the seismic isolation ratio is approximately between 60-70%." @default.
- W2187444360 created "2016-06-24" @default.
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- W2187444360 date "2012-01-01" @default.
- W2187444360 modified "2023-09-24" @default.
- W2187444360 title "Numerical Investigation on Seismic Responses of High- speed Railway Isolated Bridge with Lead Rubber Bearings" @default.
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