上桥节制闸闸墩原型动力试验与分析  

Prototype dynamic test and analysis of Shangqiao Sluice′s pier

作　　者：路观平[1] 王雨苗[2] 

机构地区：[1]安徽省水利部淮委水利科学研究院,安徽蚌埠233000 [2]中冶集团建筑研究总院,北京100080

出　　处：《水利水运工程学报》2004年第2期34-38,共5页Hydro-Science and Engineering

摘　　要：介绍了安徽省上桥节制闸闸墩原型动力试验的方法与结果.并采用有限元法分析了单墩的动力响应.由于数值计算结果与原型动力试验结果不相符,说明目前水闸抗震分析中用单墩计算的方法有待改进.The prototype dynamic test and its results of Shangqiao Sluice′s pier in Anhui Province are presented, and the dynamic response of a single pier is analyzed by use of the finite element method. It can be seen that the current calculation method of a single pier in seismic resistance analysis for sluices should be improved because the numerical calculation results are not agreeable to the prototype dynamic test results.

关 键 词：上桥水闸 节制闸 闸墩 原型动力试验 动力响应 

分 类 号：TV662.2[水利工程—水利水电工程]