| 台阶形岩石基础及厂坝联合结构的应力计算研究 |
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| 引用本文： | 刘礼华,周剑波,雷艳,刘志明.台阶形岩石基础及厂坝联合结构的应力计算研究[J].岩土工程学报,1999,21(5):573-577. |
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| 作者姓名： | 刘礼华 周剑波 雷艳 刘志明 |
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| 作者单位： | 武汉水利电力大学水电学院!武汉；430072；长江水利委员会!武汉；430010； |
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| 摘 要： | 按混凝土材料线弹性和弹塑性两种应力－ 应变关系模式，对某河床式电站厂坝及岩基结构进行了三维受力比较分析， 得出了正常工作情况下各典型部位的应力大小，其结果已被该工程设计所采用。
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| 关 键 词： | 结构 应力 材料非线性 |
Study on stress calculation for the structure with step rock foundation and block power plant |
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| Liu Lihua,Zhou Jianbo,Lei Yan,Liu Zhiming.Study on stress calculation for the structure with step rock foundation and block power plant[J].Chinese Journal of Geotechnical Engineering,1999,21(5):573-577. |
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| Authors: | Liu Lihua Zhou Jianbo Lei Yan Liu Zhiming |
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| Affiliation: | Department of Hydroelectric Engineering Wuhan University of Hydraulic and Electric Engineering Wuhan 430072 Yangze River Water Conservancy Commission Wuhan 430010 |
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| Abstract: | In this paper,comparison of three dimensional load bearing is conducted between the structure of block power plant and rock foundation, according to two models of linear elasticity and elastoplastic concrete. The stress values for each typical part of this structure are derived. The result is adopted in project design. |
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| Keywords: | structure stress nonlinear material |
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