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双层矮斜拉连续箱梁桥的隔震分析

Study on Seismic Isolation for the Double Decked & Partially Cable-Stayed Continuous Box-Girder Bridge

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【作者】 陈朝辉陈燊郑为明

【Author】 CHEN Chao-hui1,CHEN Shen2,ZHENG Wei-ming3 (1.Technology Center,Shanghai Railway Administration,Shanghai 200071,China;2.College of Civil Engineering,Fuzhou University,Fuzhou 350108,China;3.Fujian communication Planning & Designing Institute,Fuzhou 350004,China)

【机构】 上海铁路局技术中心福州大学土木工程学院福建省交通规划设计院

【摘要】 用铅芯橡胶支座隔震装置取代双层矮斜拉连续箱梁桥盆式橡胶支座,采用大型通用软件ANSYS建立该桥有限元模型,分析该隔震桥梁的动力特性和在El-Centro波激励下的地震时程响应,并与非隔震桥梁分析结果进行对比。研究表明:铅芯橡胶支座隔震装置对双层桥梁具有明显的减、隔震效果。

【Abstract】 This paper makes a prospective research on technology of seismic isolation.Lead rubber bearings(LRB) which is used as a seismic isolator-LRB is introduced to replace the pot neoprene bearing,and then a spatial computational model is built with the software ANSYS.The dynamic property and time-history seismic response under the excitation of El-Centro wave are analyzed and compared with the results of the non-isolated bridge.The research shows that the reduction and isolation efficiency of the LRB is obvious to double decked bridges.

【基金】 福建省交通科技发展项目(JT200212)
  • 【文献出处】 山东交通学院学报 ,Journal of Shandong Jiaotong University , 编辑部邮箱 ,2010年01期
  • 【分类号】U442.55
  • 【下载频次】71
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