| 用结构分析法拟定大坝变形二级监控指标 |
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| 引用本文： | 顾冲时,吴中如,阳武.用结构分析法拟定大坝变形二级监控指标[J].水电自动化与大坝监测,1999(1). |
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| 作者姓名： | 顾冲时 吴中如 阳武 |
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| 作者单位： | 河海大学!210098.南京 |
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| 摘 要： | 将力学模型引入大坝安全监测领域，结合变形监测资料，提出了利用三维粘弹塑性理论拟定大坝二级监控指标的原理和方法。应用上述理论和方法拟定了佛子岭大坝变形二级监控指标，取得了安全监控大坝的实效。
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| 关 键 词： | 安全监测 混凝土坝 变形 二级监控指标 结构分析方法 |
DETERMINING GRADE TWO MONITORING INDICES OF DAM DEFORMATION WITH THREE DIMENTIONAL VISCOELASTIC PLASTICITY |
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| Gu Chongshi,Wu Zhongru,Yang Wu.DETERMINING GRADE TWO MONITORING INDICES OF DAM DEFORMATION WITH THREE DIMENTIONAL VISCOELASTIC PLASTICITY[J].HYDROPOWER AUTOMATION AND DAM MONITORING,1999(1). |
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| Authors: | Gu Chongshi Wu Zhongru Yang Wu |
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| Abstract: | On the basis of deformation observation data and the application of mechanical models in dam safety monitoring, the theory and method for determining grade two monitoring indices of dams with three dimensional viscoelastic plastic theory are put forward in this paper.With the present theory and method,the grade two indices are successfully determined for the Fuziling Dam. |
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| Keywords: | safety monitoring concrete dam deformation grade two monitoring index structural analysis method |
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