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《Journal of Jiangnan University(Natural Science Edition)》 2013-02
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Application of Elastic-Plastic Falling-Off Prevention Ball Steel Bearings in Seismic Design of Bridge

NIE Li-ying,ZHU Guang-fu(College of Civil and Transportation Engineering,Hohai University,Nanjing 210098,China)  
In the seismic design of concrete filled steel tubular(CFST) rigid tied arch bridge,high performances for bearing are required due to the features of large span and simply supported type.Taking a CFST rigid tied bridge as an example,we explore the isolation effect of the elastic-plastic falling prevention ball steel bearings,the results indicate that the bearing parameters can be chosen reasonably based on the response of the constant bearing under the E1 level and the shear reduces to 22.88%~35.54%,the bend reduces to 18.73%~32.14%.
【CateGory Index】: U442.55
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【Citations】
Chinese Journal Full-text Database 6 Hits
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【Co-citations】
Chinese Journal Full-text Database 9 Hits
1 LI Gang;;Characteristics Analysis and Reinforcement Measures of Steel Frame Arch Bridg[J];内蒙古公路与运输;2018-02
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