| 双向偏心受压基础底面尺寸直接计算法 |
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| 引用本文： | 王士杰 商合忠. 双向偏心受压基础底面尺寸直接计算法[J]. 河北农业大学学报, 1997, 20(4): 101-106 |
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| 作者姓名： | 王士杰 商合忠 |
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| 作者单位： | [1]河北农大城乡建设学院 [2]保定市城市建设开发总公司 |
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| 摘 要： | 本文给出了柱下基础双向偏心受压时基底尺寸的直接计算公式。可较快地求得充分利用地基承载能力、经济合理的基础底面积。
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| 关 键 词： | 双向偏心受压 基底尺寸 地基承载力 |
A New Method to Direct Calculate the Size of Two-dimensional Eccentrically Loaded Footing |
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| Wang Shijie, Zhao Chunsheng, Li Lihua, Yu Yunfei. A New Method to Direct Calculate the Size of Two-dimensional Eccentrically Loaded Footing[J]. Journal of Agricultural University of Hebei, 1997, 20(4): 101-106 |
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| Authors: | Wang Shijie Zhao Chunsheng Li Lihua Yu Yunfei |
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| Abstract: | A formula is shown in the paper to calculate directly the size of individual footing under columns for two-dimensional eccentric compression. The formula is able t0 work rapidly the economical and reasonable footing size, which can maximize the utility of bearing capacity. |
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| Keywords: | Individual footing under columns Two-dimensional eccentrically load Size of footing Bearing capacity |
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