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- W2387892712 abstract "By using FEA software,analysis models of seismically isolated and non-isolated continuous bridges are established for Zhongning and Zhongwei Yellow River highway bridge. And the effect of LRB for seismic response of this bridge is analysised by consideering force,energy and displacement under the function of the reasonably chosen seismic motion. The results indicate that the natual period of seismically isolated bridge can be prolonged to avoid the principal period of ground. Meanwhile,the seismic energy of structure can be efficiently consumed by the hysteretic energy dissipation of lead rubber bearing. So the response of bridge structure can be reduced. The decrease of the structural force and moment is benefic for seismic design by using LRB." @default.
- W2387892712 created "2016-06-24" @default.
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- W2387892712 date "2015-01-01" @default.
- W2387892712 modified "2023-09-25" @default.
- W2387892712 title "Aseismic Isolation for Pile Foundation of Long-span Continuous Girder Bridge" @default.
- W2387892712 hasPublicationYear "2015" @default.
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