RESEARCH ON THE DYNAMIC PERFORMANCE OF RAILWAY BRIDGE WITH DEFORMATION RESTRICT SEISMIC ISOLATION BEARINGS

摘要：

A new type seismic isolation bearing with deformation restriction function had been designed by setting soft steel dampers at both sides of rubber lead bearings for Railway Bridge,which can prohibit the destruction of track system under break load of train and occasional and frequent earthquakes. The rubber lead bearings and soft steel dampers were designed with response spectrum method respectively and accurate FEM modal had been established with ANSYS to compare the response of Non-isolation Bridge,seismic isolation bridge with rubber lead bearing and with seismic isolation bridge with new type bearing under earthquakes. The results show that the new type bearing can restrict the deformation of the track system effectively than the others. The track system remains non-destruction state under occasional and frequent earthquake and has a good seismic isolation effect under rare earthquakes.

关键词： Lead rubber bearing Mild steel damper Railway bridge Deformation restrict

作者: WenLiuhan-heisha Fang Yu Fu-LinZhou

作者单位: Shenzhen Graduate Schools, Harbin Institute of Technology, Shenzhen 518055,P.R.China Earthquake Engineering Research and Test Center,Guangzhou University,Guangzhou 510405,P.R. China Shenzhen Graduate Schools, Harbin Institute of Technology, Shenzhen 518055,P.R. China Earthquake

会议类型: 国际会议

会议名称: The Eleventh International Symposium on Structural Engineering(第十一届结构工程国际研讨会)

会议地点: 广州

会议语种:英文

页码: 2162-2170

在线出版日期: 2010-12-01（万方平台首次上网日期，不代表论文的发表时间）