| 混凝土坝变形极值的计算机仿真分析 |
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| 引用本文： | 李珍照,李宏辉.混凝土坝变形极值的计算机仿真分析[J].水电站设计,1999,15(1):39-45. |
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| 作者姓名： | 李珍照 李宏辉 |
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| 作者单位： | 武汉水利电力大学(李珍照)，珠海市建委(李宏辉) |
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| 基金项目： | 国家电力公司211建设项目,华中电力集团公司资助 |
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| 摘 要： | 应用计算机仿真技术分析了某混凝土坝变形的水压分量和温度分量的极值及出现时间，并通过仿真技术搜寻了过去已发生变形的最大、最小值及未来可能出现的变形最大、最小值，据此提出了可作为变形正常界限值的监控指标。
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| 关 键 词： | 砼坝 变形观测 变形计算 仿真分析 |
Computer Simulation Analysis of Deformation Extrema for Concrete Dam |
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| Li,Zhenzhao.Computer Simulation Analysis of Deformation Extrema for Concrete Dam[J].Design of Hydroelectric Power Station,1999,15(1):39-45. |
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| Authors: | Li Zhenzhao |
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| Abstract: | This paper analyzes the extrema and appeared date of water pressure component and temperature component of concrete dam deformation with computer simulation technology.The maxima and minima of appeared deformation and possible deformation in the future are searched by simulation technology.According to these values,a set of monitoring and control induces as the normal limit of deformation is presented. |
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| Keywords: | concrete dam deformation monitoring calculation of deformation simulation analysis |
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