| 拱坝设计计算的几个问题 |
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| 引用本文： | 傅作新.拱坝设计计算的几个问题[J].水电站设计,2002,18(2):7-11. |
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| 作者姓名： | 傅作新 |
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| 作者单位： | 河海大学,江苏南京,210024 |
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| 摘 要： | 讨论了有限单元－等效应力法在拱设计中的应用、拱坝极限荷载的计算以及拱坝抵抗沿倾斜坝基面上滑的稳定性等问题。
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| 关 键 词： | 设计 计算 拱坝 有限单元－等效应力法 极限荷载 滑动稳定性 |
| 文章编号： | 1003-9805(2002)02-0007-05 |
Severl Problems in Arch Dam Design and Analysis |
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| FU Zuo,xin.Severl Problems in Arch Dam Design and Analysis[J].Design of Hydroelectric Power Station,2002,18(2):7-11. |
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| Authors: | FU Zuo xin |
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| Abstract: | The application of finite element equivalent stress method in the design of arch dam,the calculation of ultimate load of arch dam and the arch dam stability against sliding upwards alone the inclined base are discussed. |
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| Keywords: | arch dam finite element equivalent stress method ultimate load sliding stability |
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