节点文献
ANSYS在斜拉桥地震响应有限元分析中的运用
Application of ANSYS in Cable-Stayed Bridge′s Earthquake Response FEA
【摘要】 以ANSYS通用有限元程序为计算工具,通过APDL建立复杂的三维斜拉桥有限元模型,对斜拉桥在地震作用下的动力特性进行分析,分析结果用于校验结构的安全性,对桥梁的抗震设计具有一定参考价值。
【Abstract】 By using ANSYS finite element program as calculation tool,through the establishment of APDL complex 3-D finite element model of cable-stayed bridge,this paper analyzes the dynamic capacity of a cable-stayed bridge under earthquake action in order to lighten the loss caused by earthquake.The results can be used to verify structure safety.Some valuable conclusions are posed to be referenced in anti-earthquake design of bridge.
【关键词】 斜拉桥;
APDL;
地震响应;
有限元分析;
【Key words】 cable-stayed bridge; APDL; earthquake response; finite element analysis;
【Key words】 cable-stayed bridge; APDL; earthquake response; finite element analysis;
- 【文献出处】 山东交通学院学报 ,Journal of Shandong Jiaotong University , 编辑部邮箱 ,2008年04期
- 【分类号】U448.27;U441.3
- 【被引频次】6
- 【下载频次】248