万家寨大坝坝体水平变形分析
Disaster and Control Engineering(2007)
Abstract
对万家寨大坝坝体水平变形进行了特征值统计分析;用广义线性多项式逐步回归方法建立了变形统计模型。结果表明:建立的统计模型精度较高,说明万家寨水平监测项目成果可靠,可作为分析坝体水平变形的依据。
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Key words
stepwise regression,statistical model,generalized linear polynomial,deformation,Wanjiazhai dam
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