摘要
采用美国ANSYS结构分析软件,通过对喀拉朔克水库碾压混凝土重力坝方案进行非线性有限元静力和动力分析,研究探讨了坝体及基础在各种工况下的变形和应力规律,以了解坝体和基岩在设计条件下的工作形态,对方案的可靠性进行了评价。
Through the non-linear FEM static and dynamic analysis of the RCC gravity dam of KeLaShuoKe reservoir by ANSYS, the deformation and stress law of dam body and its foundation under various working conditions is studied so as to get to know the working situation of the dam body and foundation rock under design conditions and to evaluate the reliability of the dam construction scheme.
出处
《红水河》
2005年第1期41-46,共6页
Hongshui River
