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- W2360459444 abstract "Being in accordance with the two-stage analysis of new Guidelines for Seismic Design of Highway Bridges,study on the seismic performance of Jitimen Bridge at Zhuhai Airport Expressway has been carried out.Comparative studies of the seismic performance of the bridge between rubber bearing and high damping rubber bearing have been respectively carried out. The results of nonlinear time-history analysis show that,the displacements of bearings under E2 earthquake and the moments at the foot of piers in rubber bearing system almost reach or exceed the limits; while as for high damping rubber bearing system,displacements of bearings remain within the normal working stage and the piers remain elastic stage. So,high damping rubber bearing system has been recommended,so that the bridge could meet the new two-stage seismic fortification criterion." @default.
- W2360459444 created "2016-06-24" @default.
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- W2360459444 date "2014-01-01" @default.
- W2360459444 modified "2023-09-25" @default.
- W2360459444 title "Study on Seismic Performance of Bridges of Zhuhai Airport Expressway" @default.
- W2360459444 hasPublicationYear "2014" @default.
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