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- W2386014386 abstract "This paper presents the results of a study on the seismic response of a 1 855 m long multi-span composite bridge under traveling wave excitation.A nonlinear three-dimensional finite element spatial model of all the bridge was built.The effects of soil-pile interaction on the analysis result of the simplified model were discussed.The effects of the primary factors on the seismic responses of the bridge such as excitation pattern,wave velocity and spreading direction of the earthquake wave were investigated through a parametric study with absolute displacement method.The effects of seismic response at expansion joints under traveling wave excitation were also investigated.The major conclusions are that,the soil-pile interaction is so important that can not be neglected,the traveling-wave effect is generally found to be negative on the seismic responses of bearing deformation and relative displacement between girders,which become larger than that under uniform excitation,and some improvement measures should be taken into account in design." @default.
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- W2386014386 date "2010-01-01" @default.
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- W2386014386 title "Seismic Responses of a Long Multi-Span Composite Bridge under Traveling Wave Excitation" @default.
- W2386014386 hasPublicationYear "2010" @default.
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