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- W2362102534 abstract "The energy equations of bridges of passenger dedicated line are established based on the energy equilibrium theory.Considering the effect of flexible base effects and seismic characteristics,the FEA(Finite Element Analysis) model of one double-column pier of passenger dedicated line is established by using FEA software ANSYS.Then,the seismic energy response and its distribution rules at the nonlinear state of bridges are studied.The study results show that the seismic input energy is mainly consumed by hysteretic energy dissipation and damping energy dissipation.Meanwhile,the soil-structure interaction effects and peak ground acceleration have great effects on the seismic input energy,hysteretic energy dissipation and damping energy dissipation." @default.
- W2362102534 created "2016-06-24" @default.
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- W2362102534 date "2011-01-01" @default.
- W2362102534 modified "2023-09-28" @default.
- W2362102534 title "Analysis on Seismic Energy Response for Bridges of Passenger Dedicated Line" @default.
- W2362102534 hasPublicationYear "2011" @default.
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