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混凝土坝位移空间分布监测数学模型研究
引用本文:陆绍俊,沈长松.混凝土坝位移空间分布监测数学模型研究[J].河海大学学报(自然科学版),1991,19(5):102-108.
作者姓名:陆绍俊  沈长松
作者单位:河海大学水力发电工程系,河海大学水力发电工程系
摘    要:本文运用数学分析和坝工理论,提出建立坝体位移的分布模型,将各点的测值与坐标变量有机地结合起来,得到位移分布与外部荷载之间的数学关系式.结合某工程的原型观测资料,对建立分布模型的具体步骤作了介绍,给出了各分量的计算表达式,并建立了坝体挠曲线确定性模型和混合模型.回归成果分析表明:模型计算值与实测值拟合较好,精度令人满意.

关 键 词:混凝土    位移  原型监测  分布模型

Mathematical Model of Displacement Distribution for Safely Monitoring of Concrete Dams
Lu Shaojun Shen Changsong Dept. of Hydro-power Engineering,Hohai Univ..Mathematical Model of Displacement Distribution for Safely Monitoring of Concrete Dams[J].Journal of Hohai University (Natural Sciences ),1991,19(5):102-108.
Authors:Lu Shaojun Shen Changsong Dept of Hydro-power Engineering  Hohai Univ
Abstract:In this paper, mathematical analysis and dam theory are applied to the study of the model of displacement distribution. The mathematic formula of the relationship between the displacement and the load has been obtained by combining the deformations with the coordinates of the points. In the light of the prototype observation data of a project, the method for establishing the distribution model is introduced. Each component is mathematically expressed and the deterministic model and hybrid model of the deflection curve are set up. The regression results show that the computational results are in good agreement with observation data and the precision is satisfactory.
Keywords:deformation of dam  distribution model  deflection curve  prototype monitoring
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