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- W2368290717 abstract "To overcome the deficiency of small and medium span girder bridges on laminated rubber bearings in serious girder displacement during earthquake excitation in China,and to control the girder seismic displacement to a reasonable level,with a typical continuous bridge on laminated rubber bearings as the object,the finite element program SAP2000 was used to establish the spatial finite element calculating model of the bridge with consideration of the effect of bearing sliding,and the seismic response analysis of bridge structure using nonlinear time history method was carried out.The influence of ground motion on girder seismic displacement was studied,the possible defects of continuous bridge on laminated rubber bearings under longitudinal earthquake excitation were discussed,and a new method for controlling girder seismic displacement was proposed,in which laminated rubber bearings at an intermediate pier in a continuous bridge were replaced by lead-rubber bearings.The results show that the new method is effective in controlling girder seismic displacement;since the seismic effect of the pier,at which lead-rubber bearings are installed instead of laminated rubber bearings,is increased to some extent,the possibility of bridge collapse becomes smaller and the damage to piers is more acceptable." @default.
- W2368290717 created "2016-06-24" @default.
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- W2368290717 date "2013-05-01" @default.
- W2368290717 modified "2023-09-23" @default.
- W2368290717 title "Displacement Control Method for Continuous Bridges on Laminated Rubber Bearings Under Earthquake Excitation" @default.
- W2368290717 hasPublicationYear "2013" @default.
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