金坑浆砌石拱坝结构安全性态分析评价  

Analysis and Appraisement of Structure Safety Behavior of JinKeng Masonry Arch Dam

作　　者：马福恒[1] 刘成栋[2] 

机构地区：[1]河海大学水利水电工程学院,江苏南京210098 [2]南京水利科学研究院

出　　处：《水电能源科学》2005年第1期79-82,共4页Water Resources and Power

摘　　要：在对大坝水平位移观测资料定性和定量分析的基础上 ,采用拱冠梁法和三维有限元法对金坑水库拱坝的结构性态进行了计算分析。在此基础上 。This paper studied the observation data of Jinkeng MasonryArch Dam's horizontal displacement qualitatly and quantitatly.Based on it,the dam structure behavior is calculated and analyzed by using crown cantileverload-distribution method and three-dimensional finite element method. By doing so, the safety behavior of the dam is comprehensively analysed and evaluated.

关 键 词：砌石拱坝 结构分析 安全性态 综合评价 

分 类 号：TV698[水利工程—水利水电工程]