大跨度预应力混凝土连续刚构桥自振特性分析  

Dynamic analysis of natural vibration characteristics for long-span continuous pre-stressed concrete rigid-frame bridges

作　　者：许力沱 王海良[1] 常春伟[2] 

机构地区：[1]天津城市建设学院土木工程系,天津300384 [2]解放军军事交通学院军事交通系,天津300161

出　　处：《河北工业大学学报》2012年第4期88-92,共5页Journal of Hebei University of Technology

基　　金：总后军事交通部重点项目(BJJ10J001);天津市自然科学基金重点项目(12JCZDJC28900);天津市科技兴海项目(KJXH2012-19);住房和城乡建设部研究开发项目(2011-K2-18);天津市高等学校科技发展基金计划项目(20100904)

摘　　要：以大准铁路增二线内蒙古黄河连续刚构特大桥为工程背景,分析了其自振特性,研究了桥墩高差、边中跨比对大跨度预应力混凝土连续刚构桥自振特性的影响.研究表明:随桥墩高差愈大,结构3个方向的基频越大;随边中跨比增大,其3个方向的基频都有减小趋势.研究结果可为同类大跨度预应力混凝土连续刚构桥梁的抗震设计提供参考.With the continuous rigid-structured mega bridge across the Yellow River in Inner Mongolia of the 2nd Added Line of the Dazhun Railway as a practical example,the natural vibration characteristics of the bridge is analyzed.And the influence of elevation difference of pier and ratio of side span to mid span on natural vibration characteristics of continuous rigid-frame bridge is studied.The result of our research shows that the bigger elevation difference of pier is,the greater three-direction basic frequency is.With the increasing of ratio of side span to mid span,the three-direction basic frequency has the decrease trend.The research results may be applied to earthquake resistance design of the long-span continuous pre-stressed concrete rigid-frame bridges.

关 键 词：连续刚构 自振特性 桥墩高差 边中跨比 抗震设计 

分 类 号：U441.3[建筑科学—桥梁与隧道工程]