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- W2379901076 abstract "The floating and half-floating cable-stayed bridges are often designed in the zones with high seismic fortification intensity.However,in order to control the excessive displacement of girder,we used to set the elastic constraints or dampers between tower and beam.Based on a medium span concrete cable-stayed bridge,this paper proposes the reasonable elastic constraints,and presents the computing method of the elastic stiffness.Then,the dynamic analysis model of the example bridge is built and the response spectrum is used to analyze the effect on dynamic characteristics,the internal force of the tower and the girder displacement due to the varying of stiffness of elastic constraints.The parametric analysis is adopted to obtain the optimum value,which is coincident perfectly with the computing result.It has been observed that the computing method of the elastic stiffness in this paper can estimate the initial stiffness well,in other words,this stiffness can not only improve the seismic performance but also control the girder displacement in an appropriate range." @default.
- W2379901076 created "2016-06-24" @default.
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- W2379901076 date "2013-01-01" @default.
- W2379901076 modified "2023-09-23" @default.
- W2379901076 title "Research on the seismic performance of mid-span cable-stayed bridges with elastic constraints between tower and beam" @default.
- W2379901076 hasPublicationYear "2013" @default.
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