摘要
以有限元和可靠度理论为基础,分析导出拱坝坝肩抗滑稳定可靠度公式,并编制了实用程序.对实际工程进行计算和分析并对比了定值分析方法,得出一些有益的结论.
Based on the theories of finite element and reliability, the basic idea used to analyze the abutment stability against sliding of the arch clam is presented in this paper. A logarithm program has hen developed for the engineering project and analysis with the way of common definite solution method. Conclusions has been drawn for reference in design.
出处
《福州大学学报（自然科学版）》
CAS
CSCD
2004年第6期735-740,共6页
Journal of Fuzhou University(Natural Science Edition)
基金
福建省自然科学基金资助项目(E0310015)
