| 偏心荷载作用时矩形基础底面面积最小值的计算 |
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| 引用本文： | 方鸿鹃,李馥清.偏心荷载作用时矩形基础底面面积最小值的计算[J].齐齐哈尔大学学报(自然科学版),2003,19(1):105-106,110. |
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| 作者姓名： | 方鸿鹃 李馥清 |
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| 作者单位： | 齐铁运输职工大学土木工程系,齐齐哈尔,161002 |
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| 摘 要： | 通过较严格的数学推导，得出了在各种偏心荷载作用情况下确定矩形基础底面面积的一种简单而精确的计算方法和计算公式，并应用实例说明此计算方法和计算公式的正确性。
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| 关 键 词： | 矩形基础 底面面积 最小值 计算方法 计算公式 偏心荷载 承裁力 |
| 文章编号： | 1007-984X(2003)01-0105-02 |
Accurate method for calculating definite rectangular base foundations under eccentric loads |
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| FANG Hong-juan,YI Fu-qing.Accurate method for calculating definite rectangular base foundations under eccentric loads[J].Journal of Qiqihar University(Natural Science Edition),2003,19(1):105-106,110. |
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| Authors: | FANG Hong-juan YI Fu-qing |
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| Abstract: | The original is by means of the rigorouser mathematics derivation , obtaining the different bias being living loads one kind of easy and exact computational method and calculation formula fling the back plane area on rectangle base below the action situation , and the application example is illustrated right quality of this computational method and calculation formula . |
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| Keywords: | calculating method eccentric load load-bearing capacity |
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