摘要
基于有限元法与实测值进行优化拟合建立了大坝变形监测的混合模型,通过对大坝水平位移单测点和挠曲线的监测,分析了该坝的变形性态。从混合模型的分析结果可以看出,大坝水平位移的变化规律总体上正常。
Based on the finite element method with the measured values to optimize the fitting and set up dam deformation monitoring of the mixed model, the horizontal displacement of the dam single measuring point and the deflection line monitoring, analysis of the deformation behavior of the dam. From the mixed model analysis of the results can be seen that the dam horizontal displacement changes of the whole normal.
出处
《山西建筑》
2009年第15期360-361,共2页
Shanxi Architecture
关键词
混合模型
大坝
变形监测
有限元法
变形性态
mixed model, dam, deformation monitoring, finite element method, deformation behavior
