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- W2389772414 abstract "In this paper, inter-story shear model of the asymmetric base-isolated structure is built, which incorporates the deformation of each isolation bearing.And a methodology is developed to simulate simultaneously bi-axial near-fault pulse-like and far-field ground motions, Under both near-fault pulse-like and far field ground motions, the nonlinear dynamic responses of the asymmetric base-isolated structure are investigated comparatively.Seismic responses are closely related with isolation eccentricity, superstructure eccentricity, ratio of torsional-to-lateral frequency of superstructure, and pulse period of near-fault pulse-like ground motions, whose effects are discussed in this paper.Results show that the asymmetric base-isolated structure with isolation eccentricity is more vulnerable to near-fault pulse-like ground motions, and its seismic response is mainly governed by the pulse period of near-fault pulse-like ground motions." @default.
- W2389772414 created "2016-06-24" @default.
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- W2389772414 date "2009-01-01" @default.
- W2389772414 modified "2023-09-25" @default.
- W2389772414 title "RESEARCH ON SEISMIC RESPONSE OF ASYMMETRIC BASE-ISOLATED STRUCTURES UNDER NEAR-FAULT PULSE-LIKE GROUND MOTIONS" @default.
- W2389772414 hasPublicationYear "2009" @default.
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