| 水闸整体式平底板计算方法的再分析 |
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| 引用本文： | 刘春暄. 水闸整体式平底板计算方法的再分析[J]. 扬州大学学报(农业与生命科学版), 1988, 0(4) |
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| 作者姓名： | 刘春暄 |
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| 作者单位： | Department of Hydraulic and Agricultural Engineering，Jiangsu Agricultural College |
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| 摘 要： | 借助于材料力学方法,从分析竖向力平衡入手,推导出不平衡剪力分配系数的计算公式。在此基础上,对水闸整体式平底板现行的弹性地基梁方法进行了分析,同时对此法提出改进。
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| 关 键 词： | 水闸 整体式平底板 平衡剪力 改进法 闸墩底部的正应力 |
Further Analysis of the Method for Calculating the Integral Base Slab of the Water Gate |
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| Liu Chunxuan. Further Analysis of the Method for Calculating the Integral Base Slab of the Water Gate[J]. Journal of Yangzhou University(Agricultural and Life Science Edition), 1988, 0(4) |
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| Authors: | Liu Chunxuan |
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| Abstract: | In this paper, the formula.of distribution coefficient of the counter-balancing shearing force in the structure of water gate is derived by method of mechanics of material.The derivation is based on the equilibrium of the vertical forces on the slab. The common method of beam on elastic foundation for the integral base is critcized and the improved method is presented. |
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| Keywords: | water gate normal stress on the base of pier counter-balancing shearing force improved method |
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