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采用挤压式边墙结构的面板堆石坝的动力反应分析
Dynamic response analysis of CFRD with extrusion-sidewall structure
【摘要】 本文通过数值模拟方法研究采用挤压式边墙结构的面板堆石坝的地震动力反应;选取沈珠江等效粘弹性动力模型及其残余变形模式模拟坝料的动力特性,通过挤压式边墙概化数值模型描述挤压式边墙结构的静动力特性,对高烈度条件下采用挤压式边墙结构的公伯峡面板堆石坝进行了地震动力反应分析;计算了这一采用新型结构的大坝的坝体和面板的动力响应,包括坝体的动变形和残余变形、面板的应力变形和周边缝变位情况等。
【Abstract】 Dynamic response analysis of a CFRD with extrusion-sidewall structure is performed by using the finite element method(FEM).The extrusion-sidewall structure is simulated by an equivalent numerical model.The dam filling materials are supposed to be an equivalent linear viscoelastic model developed by Shenzhujiang.The dynamic response of the dam in high seismic region is evaluated including the dynamic deformation and residual deformation of the dam,stress and deformation distribution of its face slab and the deformation of the peripheral joint.
【Key words】 hydraulic structure; dynamic response; FEM; CFRD; extrusion-sidewall; interface;
- 【文献出处】 水力发电学报 ,Journal of Hydroelectric Engineering , 编辑部邮箱 ,2008年02期
- 【分类号】TV641.4;TV312
- 【被引频次】14
- 【下载频次】256