| 反拱型水垫塘底板的结构型式与等效荷载的试验研究 |
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| 引用本文： | 彭新民,梁勇,杨敏.反拱型水垫塘底板的结构型式与等效荷载的试验研究[J].水利水电技术,2001,32(12):27-28,31. |
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| 作者姓名： | 彭新民 梁勇 杨敏 |
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| 作者单位： | 天津大学,水利水电工程系, |
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| 摘 要： | 对反拱型水垫塘底板的试验结构型式和在已知水力条件下怎样求等效荷载的试验研究进行了论述，并根据试验数据，拟合出已知水力条件求得等效荷载的经验公式，从而为进一步求拱端推力及验算其整体稳定性提供了方便。
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| 关 键 词： | 等效荷载 拱型底板 反拱型水垫塘 结构型式 公式拟合 拱端推力 整体稳定性 |
| 文章编号： | 1000-0860(2001)12-0027-03 |
Experimental Study on Structure and Equivalent Loads of Counter-arch Slab in Plunge Pool |
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| Peng Xinmin,Liang Yong,Yang Min.Experimental Study on Structure and Equivalent Loads of Counter-arch Slab in Plunge Pool[J].Water Resources and Hydropower Engineering,2001,32(12):27-28,31. |
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| Authors: | Peng Xinmin Liang Yong Yang Min |
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| Abstract: | This paper presents an experimental study on the structure of the counter-arch slab in the plunge pool,and how to get equivalent loads from known hydraulic conditions.An experimental formula that is got from known hydraulic conditions is proposed by dimensional analysis from experimental data.It is convenient to get arch thrust and check its integral stability. |
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| Keywords: | equivalent loads plunge pool arch slab experimental study |
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