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- W2362437222 abstract "To analyze the motion characteristics of large-scale bridge's pile foundation under earthquake,the finite element model of soil-pile foundation's interactional system was established firstly as with the engineering object of No.5 tower's foundation of Sutong Bridge.Then,by setting the result using hysteretic damping method as the compared datum,the question that how to imitate the damping characteristic of soil subjected to seismic excitation in finite element program was discussed as to the result of seismic response of Sutong Bridge's No.5 tower's free field.Obtaining damping parameters of this model,the motion characteristics of seismic response of this system under uniform excitation of horizontal bedrock ground motion can be analyzed.According to the results,the two caps of pile foundation bear rigid characteristics in response,which can be depicted approximately as the rigid horizontal translational motion,as well as the rigid vertical translational motion and rigid rotational motion of the center of each cap." @default.
- W2362437222 created "2016-06-24" @default.
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- W2362437222 date "2012-01-01" @default.
- W2362437222 modified "2023-09-28" @default.
- W2362437222 title "Motion Characteristics of Large-scale Bridge' Pile Foundation under Earthquake" @default.
- W2362437222 hasPublicationYear "2012" @default.
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