摘要
二滩拱坝有 41组应变计 ,其组合方式与目前国内常用的不同。本文介绍其组合特点 ,推导了应变计组的数据处理数学模型 ,并讨论了这种组合方式的优缺点。
There are 41 sets of strain gauges in Ertan Arch Dam,whose combination is different from present common one.Their combination features are introduced,the data treatment mathematical model for strain gauge is deduced and the advantages and shortcomings of this combination discussed.
出处
《水电站设计》
2000年第2期35-40,共6页
Design of Hydroelectric Power Station
关键词
拱坝
坝变形
应变计
原型观测
组合方式
水电站
arch dam
deformation of dam
strain meter
prototype observation
data processing
Ertan Hydroelectric Plant
