| 李家峡拱坝变形三级安全监控指标的拟定 |
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| 引用本文： | 刘健,王广月,程森. 李家峡拱坝变形三级安全监控指标的拟定[J]. 山东大学学报(工学版), 2005, 35(2): 107-110 |
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| 作者姓名： | 刘健 王广月 程森 |
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| 作者单位： | 山东大学,土建与水利学院,山东,济南,250061;山东省海河流域水利管理局,山东,济南,250100 |
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| 摘 要： | 通过建立三维非线性有限元模型,用结构计算分析方法拟定了李家峡拱坝的变形三级安全监控指标,可以评估和预测抵御可能发生荷载的能力,保证坝体的安全运行.所用的方法也为其他安全监控指标的拟定提供了有效的思路和方法
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| 关 键 词： | 变形 安全监控指标 李家峡 拱坝 |
| 文章编号： | 1672-3961(2005)02-0107-04 |
| 修稿时间： | 2004-02-12 |
Tertiary safety monitoring indexes for the displacement of lijiaxia arch dam |
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| LIU Jian,WANG Guang-yue,CHENG Sen. Tertiary safety monitoring indexes for the displacement of lijiaxia arch dam[J]. Journal of Shandong University of Technology, 2005, 35(2): 107-110 |
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| Authors: | LIU Jian WANG Guang-yue CHENG Sen |
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| Affiliation: | LIU Jian 1,WANG Guang-yue 1,CHENG Sen 2 |
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| Abstract: | Based on the established three-dimension nonlinear finite element model, the tertiary safety monitoring indexes for the displacement of Lijiaxia arch dam is determined by the methd of structure computer and analysis. By analyzing the indexes, safety operation of the dam can be ensured. This paper also provides a new way to determine other safety monitoring indexes. |
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| Keywords: | displacement safety monitoring index lijiaxia arch dam |
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