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“佛子岭连拱坝原型结构性态分析”项目是由佛子岭水电站委托我校进行的。1987年10月20日至22日在佛子岭水电站由安徽省电力局主持并通过了成果评审。专家们认为,分析大坝原型观测资料,并将分析成果应用于大坝安全监控,是我国大坝运行管理中迫切需要解决的重要课题。该报告根椐佛子岭大坝30多年来的原型观测资料,应用逐步回归分析法建立坝体位移和裂缝开度的预报方程和控制指标,研究用时间序列法分析位移资料,提出了时效位移的数学模型,应用有限元计算值与实测值的拟合建立了确定性模
“Fuziling arch dam prototype structure analysis ” project is commissioned by the Foziling Hydropower Station my school. October 20, 1987 to 22 at the Foziling Hydropower Station hosted by the Anhui Provincial Power Authority and passed the results of the review. Experts believe that analyzing the dam prototype observation data and applying the analysis results to dam safety monitoring is an urgent issue that needs urgent solution in dam operation and management. According to the prototype observation data of the Forziling Dam over the past 30 years, the report uses the stepwise regression analysis method to establish the prediction equations and control indexes of the displacement and the crack opening of the dam. The time series method is used to analyze the displacement data and the aging displacement The mathematical model is established, and the deterministic mode is established by fitting the calculated value of the finite element with the measured value