| 柱下单向偏心受压基础基底尺寸简捷计算 |
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| 引用本文： | 胡信芳,胡晓晖.柱下单向偏心受压基础基底尺寸简捷计算[J].建筑结构,2004(12). |
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| 作者姓名： | 胡信芳 胡晓晖 |
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| 作者单位： | 信阳华豫发电有限责任公司 464100
(胡信芳)，南昌大学土木工程系 330029(胡晓晖) |
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| 摘 要： | 通过理论推导 ,求出柱基底面积和长宽尺寸的直接计算式 ,可根据已知条件一次完成计算。还推出基底应力比与基底偏心程度的关系式和基底长宽比计算式 ,根据已知条件可合理控制基底偏心程度和长宽比
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| 关 键 词： | 偏心受压 柱基础 基底尺寸 基底应力比 长宽比 |
Simple Calculation Method of Base Dimension Under Column with Eccentrical Compression |
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| Hu Xinfang,Hu Xiaohui.Simple Calculation Method of Base Dimension Under Column with Eccentrical Compression[J].Building Structure,2004(12). |
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| Authors: | Hu Xinfang Hu Xiaohui |
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| Affiliation: | Hu Xinfang Hu Xiaohui |
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| Abstract: | The formula for direct calculation the dimension of footing base is presented through theoretical analysis.The calculation can be completed once according to known condition.The relative formula of unit stress ratio, eccentrical degree and the length to breadth ratio of footing are inferred.So the base eccentrical degree and ratio of length to breadth can be controlled applicably according to known condition. |
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| Keywords: | eccentrical compression column footing base dimension unit stress ratio length-breadth ratio |
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