| 对数螺线拱坝结构模型试验研究 |
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| 引用本文： | 乔润德. 对数螺线拱坝结构模型试验研究[J]. 合肥工业大学学报(自然科学版), 1994, 0(4) |
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| 作者姓名： | 乔润德 |
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| 作者单位： | 合肥工业大学土木工程系 |
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| 摘 要： | 文章介绍对数螺线拱坝结构模型试验成果，采用的模型比尺为１／４００，得出坝面的应力状态和径向位移．
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| 关 键 词： | 模型试验；主应力；径向位移 |
EXPERIMENTAL STUDY ON THE LOGARITHMIC SPIRAL ARCH DAM ON STRUCTURAL MODEL |
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| Qiao Runde. EXPERIMENTAL STUDY ON THE LOGARITHMIC SPIRAL ARCH DAM ON STRUCTURAL MODEL[J]. Journal of Hefei University of Technology(Natural Science), 1994, 0(4) |
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| Authors: | Qiao Runde |
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| Abstract: | This paper introduces the structural model test results of logarithmic spiral arch dam. The scale of the model used was 1/400. The state of stress on the surface of the archdam and the displacement on the radius direction are proposed. |
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| Keywords: | model test principal stress displacement on the radium direction |
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