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- W2377887017 abstract "Long-span continuous bridges have large extended length longitudinally and the amplitude and frequency of the earthquake wave at different supports of the bridges are different when earthquake occurs.In this paper,by taking a 12-span.continuous prestressed concrete bridge as an example,the dynamic equation of the structure was derived,and the dynamic model of the bridge was also established by use of finite element analysis program ANSYS.Furthermore,the modal analysis and time history analysis of the bridge were carried out.The seismic responses analysis of the bridge under excitation of travelling were numerically simulated and compared with the results from the case of consistant exeitation.It shows that the glide support friction force reduces the bridge longitudinal earthquak response,but has a less influence on its transversal earthquake response.The traveling wave effect reduces the longitudinal earthquake response of braking pillar and increases longitudinal earthquake response of ther bridge piers,but has a less influence on the transversal earthquake response of the bridge." @default.
- W2377887017 created "2016-06-24" @default.
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- W2377887017 date "2009-01-01" @default.
- W2377887017 modified "2023-09-25" @default.
- W2377887017 title "Seismic response analysis for long-span continuous bridges" @default.
- W2377887017 hasPublicationYear "2009" @default.
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