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预应力混凝土下承式桁架连续刚构桥的动力特性分析
The dynamic property analysis of a prestressed concrete bridge with a systemof ghrough truss and continuous rigid frame
【摘要】 本文采用大型通用有限元软件ANSYS针对水口闽江特大桥预应力混凝土下承式桁架连续刚构体系进行动力特性理论分析。在此基础上,采用环境随机振动法进行动载试验,并对理论分析计算值和动测试验值进行比较分析。
【Abstract】 With the common large finite element soft-ANSYS,this paper analysize the dynamic property of a prestressed concrete bridge with a system of through truss and continuous rigid frame,which built in shuikou and span minjiang.Through the ambient vibration testing,this paper make a comparative analysis of the theo-retical conclusion and experimental data.
【关键词】 下承式桁架;
连续刚构;
动力特性;
有限元法;
【Key words】 through truss continuous rigid frame dynamic property finite element method;
【Key words】 through truss continuous rigid frame dynamic property finite element method;
- 【文献出处】 福建建筑 ,Fujian Architecture & Construction , 编辑部邮箱 ,2004年01期
- 【分类号】U441
- 【被引频次】1
- 【下载频次】106