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- W2362581567 abstract "Isolation using friction pendulum bearings is utilized in a long span and super-long unit prestressed concrete continuous girder bridge with a long period. A finite element model of the full bridge is established, and a bilinear hysteretic model is used to simulate the friction pendulum bearings. A nonlinear time history response analysis is carried out by inputting three safety evaluation seismic motions with 50-year 2% exceedance probability and seismic performance as verification. The results show that when the friction pendulum bearings have a curvature radius of 5m and a coefficient of sliding friction of 0.03, the piers and its pile foundations behave elastically. The maximum displacements of the bearing are 207 mm and 198 mm in the horizontal and transverse directions, respectively. The displacements can easily be accommodated by the gap. Long span and super-long unit continuous beam bridges with long period have their own structural features; friction pendulum bearings can effectively improve their seismic performance." @default.
- W2362581567 created "2016-06-24" @default.
- W2362581567 creator A5088668348 @default.
- W2362581567 date "2015-01-01" @default.
- W2362581567 modified "2023-09-24" @default.
- W2362581567 title "SEISMIC ISOLATION OF LONG SPAN AND SUPER LONG UNIT CONTINUOUS BEAM BRIDGE WITH FRICTION PENDULUM BEARINGS" @default.
- W2362581567 hasPublicationYear "2015" @default.
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