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混凝土面板堆石坝地震反应分析的剪切梁法
Shear wedge beam method of seismic response analysis for concrete faced rockfill dams(CFRDs)
【摘要】 本文按剪切梁理论 ,采用附加质量和附加刚度的方法导出面板堆石坝自振频率和振型的计算公式 ,进而讨论了防渗面板对坝体自振频率和振型的影响 ;在此基础上 ,用振型叠加原理计算了面板堆石坝的地震反应 ,并与一般堆石坝的地震反应进行了比较
【Abstract】 In this paper, formulas for computing natural frequencies and modes of CFRDs are derived based on the additional mass and stiffness method according to shear wedge beam theory. The influences of concrete\|face to natural frequencies and modes are discussed. Furthermore, the seismic responses of CFRDs are calculated by using the mode\|superposition scheme. The calculated results are compared with the responses of rock dams.
【关键词】 面板;
堆石坝;
剪切梁;
地震反应;
【Key words】 concrete faced rockfill dams; shear wedge beam; seismic response.;
【Key words】 concrete faced rockfill dams; shear wedge beam; seismic response.;
【基金】 国家自然科学基金资助项目! ( 596 392 50 )
- 【文献出处】 水利学报 ,JOURNAL OF HYDRAULIC ENGINEERING , 编辑部邮箱 ,2000年07期
- 【分类号】TV641.4
- 【被引频次】21
- 【下载频次】231