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- W2368332510 abstract "The energy response equations of the seismically isolated bridge system are established based on the energy equilibrium theory.Bilinear analysis model of the energy response of the seismically isolated bridge is constructed by series connecting the bridge piers and the lead rubber bearings.According to the applicable Code of Seismic Design for Railway Engineering,forty strong ground motion records are appropriately selected as the seismic input and the nonlinear time history analyses for the seismic energy responses of the bilinear SDOF seismically isolated bridge systems with different natural periods are carried out.Then according to the dynamic characteristics of the lead rubber bearing itself,the statistical seismic input energy spectra for the bridge seismic isolation design in Ⅰ-type site are presented.Considering the seismic isolation bridge system input energy reaching to the utmost energy dissipation of the lead rubber bearing as the damage rule,and the seismic input energy acquired from seismic input energy spectra of this paper,and the seismic isolation degree taken as the isolation object as well as the ratio of displacement ductility of the isolation bearing taken as the restricted conditions,the design method of seismic isolation bridge is put forward." @default.
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- W2368332510 date "2009-01-01" @default.
- W2368332510 modified "2023-09-28" @default.
- W2368332510 title "The Design Method of the Seismically Isolated Bridge by Lead Rubber Bearing Based on Energy Method" @default.
- W2368332510 hasPublicationYear "2009" @default.
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