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《Journal of Anhui Institute of Architecture & Industry(Natural Science)》 2011-01
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Analysis of seismic response control for long-span and arch-tower cable-stayed bridges

ZHANG Fei1,ZHANG Hu2,YU Ya-jun1,XU Beng1(1 School of Civil Engineering,Hefei University of Technology,Hefei 230009,China;2.The Fourth Engineering CO.,LTD.of CTCE Group,Hefei 230022,China)  
Large-span cable-stayed bridge usually subjects to various forms of damages in the earthquake.But its typical mechanical properties can be maintained during the quake if necessary shock absorption measures be taken.Utilizing the ANSYS finite element software as the computing platform,as well as different seismic input and spring element to simulate the bounding pad of tower and beam,this paper discussed the effects of shock vibration for large-span bridge in terms of different types of bounding pad of tower and beam.Finally,the method is used to a case study.From the seismic response analysis of the bridge with seismic bearings,the result shows that proper bounding pad of tower and beam has obvious effect in seismic resistance.
【CateGory Index】: U442.55
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