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FINITE ELEMENT ANALYSIS OF SERIAL SEISMIC ISOLATION SYSTEM OF ISOLATED BRIDGE
Du, Yongfeng; Wu, Zhongtie; Li, Ximei; Lin, Zhidan
2012
关键词isolation bridge isolation bearing earthquake effect serial seismic isolation system finite element analysis displacement
页码748-753
英文摘要For the railway engineering and important lifeline engineering, seismic performance of bridge structure is considered by researchers and engineers. Isolation technology is widely applied in order to prevent the damage of bridge under earthquake effect. Serial seismic isolation system (SSIS), including isolation bearing such as laminated rubber bearings and sliders, has become an important supported component of isolated bridge. Taking the serial seismic isolation system as the investigated subject, several models of serial isolation system under horizontal and vertical load are analyzed with the finite element software, considering different parameters. The results indicate that these parameters have great influence on the deformation of serial seismic isolation system. The height of RC column influences the displacement of top surface of SSIS greatly, the higher the height of column, the greater the displacement of SSIS. And the displacement of top surface of SSIS is affected obviously by vertical load, which increases with the vertical load. The vertical load bearing capacity of SSIS reduces when the horizontal displacement increases.
会议录NEW TECHNOLOGIES OF RAILWAY ENGINEERING
会议录出版者CHINA RAILWAY PUBLISHING HOUSE
会议录出版地14 DONGTAN SANTIAO, BEIJING 100005, PEOPLES R CHINA
语种英语
WOS研究方向Engineering ; Transportation
WOS记录号WOS:000318954400141
内容类型会议论文
源URL[http://119.78.100.223/handle/2XXMBERH/37086]  
专题土木工程学院
通讯作者Du, Yongfeng
作者单位Lanzhou Univ Tech, Inst Earthquake Protect & Disaster Mitigat, Lanzhou 730050, Peoples R China
推荐引用方式
GB/T 7714
Du, Yongfeng,Wu, Zhongtie,Li, Ximei,et al. FINITE ELEMENT ANALYSIS OF SERIAL SEISMIC ISOLATION SYSTEM OF ISOLATED BRIDGE[C]. 见:.
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