| 柱下独立基础底板弯矩计算探讨 |
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| 引用本文： | 吕芳礼,李文才. 柱下独立基础底板弯矩计算探讨[J]. 徐州工程学院学报, 2006, 21(6): 29-32 |
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| 作者姓名： | 吕芳礼 李文才 |
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| 作者单位： | 1. 徐州工程学院,江苏,徐州,221008
2. 江苏科信工程咨询有限公司,江苏,徐州,221003 |
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| 摘 要： | 对柱下独立基础底板弯矩计算进行了探讨,指出了现行计算方法和公式对偏心受压基础偏于不安全,并在原假定条件下,导出柱下独立基础底板弯矩的计算公式,以及对现行公式的误差进行了分析,且通过例题进行了证明.
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| 关 键 词： | 柱下独立基础 底板弯矩 偏心受压基础 地基净反力 |
| 文章编号： | 1673-0704（2006）06-0029-04 |
| 收稿时间： | 2006-03-01 |
| 修稿时间： | 2006-03-01 |
A Study on the Base Slab''''s Moment of Single Foundation under Column |
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| LV Fang-li,LI Wen-cai. A Study on the Base Slab''''s Moment of Single Foundation under Column[J]. Journal of Xuzhou Istitute of Technology, 2006, 21(6): 29-32 |
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| Authors: | LV Fang-li LI Wen-cai |
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| Abstract: | The calculation of base slab's moment of single foundation under column is discussed in this paper.It is pointed out that the formula used in current practice is insecure when column is subjected to axial bending and compression.Under the same assumption,this paper deduces formulae for calculating bending moment,and analyzes the error of current formula,with examples given for illustration. |
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| Keywords: | single foundation under column bending moment of baseboard foundation subjected to axial bending and compression subgrade reaction |
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