| 地基—基础—框架体系相互作用的计算方法 |
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| 引用本文： | 刘开国.地基—基础—框架体系相互作用的计算方法[J].建筑结构学报,1981,2(5):55-72. |
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| 作者姓名： | 刘开国 |
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| 作者单位： | 湖北工业建筑设计院 |
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| 摘 要： | 本文对地基——基础——框架体系的相互作用进行了计算。并提出了一个数学模型:假定地基的应力——应变关系服从弹性半空间理论,框架的竖向变位为剪切型;由此可以导出微分方程,并用有限差分法和级数求解。编成矩阵表作为附录。还举有数例。
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| 收稿时间： | 1981-10-05 |
| 修稿时间： | 1981-10-05 |
The Computing Method of Interaction of Soil-Foundation-Frame System |
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| Liu Kaiguo.The Computing Method of Interaction of Soil-Foundation-Frame System[J].Journal of Building Structures,1981,2(5):55-72. |
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| Authors: | Liu Kaiguo |
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| Affiliation: | Liu Kaiguo ( Hubei Design Institute of Industrial Buildings ) |
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| Abstract: | In this paper, the interaction of soil-foundation-frame system is calculated and a mathematical model is presented in assuming that the stress-strain relation obeys the theory of elastic half-space. The vertical displacement of frame belongs to shear type structure. The differential equation is derived therefrom and solved by using finite differences and series.Numerical examples are given in this paper, and tables compiled by matrix are presented in the appendix. |
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