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- W2347547080 abstract "The bridge model under two successive earthquakes was bulit by the way of connecting the end-to-end of two seismic waves.ANSYS analysis method was employed.Then the elasto-plastic responses and damages of long-span cable-stayed bridge under one and two successive earthquakes were analyzed and compared based on ANSYS nonlinear temporal analysis procedure.The method proposed is useful for earthquakes-resistant performance investigation in practical bridge structure design." @default.
- W2347547080 created "2016-06-24" @default.
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- W2347547080 date "2010-01-01" @default.
- W2347547080 modified "2023-09-26" @default.
- W2347547080 title "Response analysis of long span cable-stayed bridge subjected to two successive earhquakes" @default.
- W2347547080 hasPublicationYear "2010" @default.
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