| 百色水利枢纽中孔闸门支撑梁应力计算分析 |
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| 引用本文： | 陈光强,莫细喜. 百色水利枢纽中孔闸门支撑梁应力计算分析[J]. 红水河, 2000, 19(2): 18-20 |
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| 作者姓名： | 陈光强 莫细喜 |
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| 作者单位： | 广西大学,广西,南宁,530004 |
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| 摘 要： | 百色水利枢纽中孔闸门支撑梁平均净跨６．６６ｍ,梁高５ｍ,跨高比１．３３,属于深梁范围。该梁放置于两侧支墩上。按淡同的梁跨及支承条件,分析计算梁的内力（应力）情况,并与有限元计算结果进行比较,说明结果的差异,可供设计参考。
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| 关 键 词： | 支撑梁 应力分析 百色水利枢纽 中孔闸门 |
| 修稿时间： | 2000-03-15 |
Stress Analysis for the Beam Supporting the Radial Gate of the Medium Outlet of the Baise WRPP |
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| CHEN Guang-qiang,Mo Xixi. Stress Analysis for the Beam Supporting the Radial Gate of the Medium Outlet of the Baise WRPP[J]. Hongshui River, 2000, 19(2): 18-20 |
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| Authors: | CHEN Guang-qiang Mo Xixi |
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| Abstract: | The beam supporting the radial gate of the medium outlet of the Basie WRPP is a deep beam,with an average net span of 6.66m,a depth of 5.0m and span depth ratio of 1.33,being supported by the two piers at the ends.The stresses are analysed for various spans and support patterns of the beam,the results are compared with the finite element methods.The differences among them are also stated in this paper,for making convenient references to designing. |
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| Keywords: | supporting beam stress analysis Baise WRPP |
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