论文部分内容阅读
采用有限单元法,根据面板堆石坝(以下简称面板坝)构造和受力上的特点,提出了适用于面板坝动力计算模型,对关门山面板坝进行了空库与满库条件下地震反应分析和比较。
Based on the finite element method and the characteristics of the structure and stress of concrete face rockfill dam (hereinafter referred to as the face rockfill dam), the dynamic calculation model for the face rockfill dam is put forward. The seismic response Analysis and comparison.