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Three Dimensional Dynamic Response Analysis of Dongqing Concrete Faced Rockfill Dam

机译:东青混凝土面向岩壳坝的三维动态响应分析

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Three-dimensional finite element mesh of 150m height Dongqing CFRD is built with advanced grid discretion technology. Under artificial fitting seismic waves with maximum horizontal peak acceleration 0.158g earthquake action, dynamic response of Dongqing CFRD is obtained. Adopting SHEN Zhujiang residual strain model and equivalent viscous-elastic model, the permanent deformation of the Dongqing CFRD is get. The calculation results show that the acceleration and displacement of dam body, dynamic stress of face and displacement of joints are within safety limits and the seismic performance of CFRD could be well guaranteed.
机译:通过先进的电网自由裁量技术,构建了150米高度的三维有限元滤网。在人造拟合地震波下,具有最大水平峰值加速0.158g地震作用,获得了东庆CFRD的动态响应。采用沉珠江剩余应变模型和等效粘性弹性模型,东庆CFRD的永久变形。计算结果表明,坝体的加速度和位移,接头的面部和位移的动态应力在安全限制内,CFRD的地震性能可以充分保证。

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