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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
【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.
【关键词】 双层桥;
矮斜拉;
连续箱梁;
铅芯橡胶支座;
隔震;
【Key words】 double decked bridge; partially cable-stayed; continuous box-girder; LRB; seismic isolation;
【Key words】 double decked bridge; partially cable-stayed; continuous box-girder; LRB; seismic isolation;
【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