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On the background of a( 88 plus 152 plus 88) m long-span continuous beam bridge,the damping model with fluid viscons dampers( FVDS) employed was established by introducing nononlinear alynamic time… (More)
Taking Shihezi single pylon cable- stayed bridge as an engineering background,by means of nonlinear dynamic time- history analysis method,based on FEA model,this paper conduced lateral seismic… (More)
Taking Shihezi Bridge as an engineering background,response spectrum analysis method and nonlinear dynamic time-history analysis method,were conduced to seismic analysis based on finite seismic… (More)