| 单向偏心柱下独立基础基底尺寸计算 |
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| 引用本文： | 王江,郝惠山.单向偏心柱下独立基础基底尺寸计算[J].华北航天工业学院学报,2007(2). |
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| 作者姓名： | 王江 郝惠山 |
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| 作者单位： | 北华航天工业学院 河北廊坊065000(王江)，廊坊城建二公司 河北廊坊065000(郝惠山) |
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| 摘 要： | 确定偏心荷载作用柱下独立基础基底尺寸,以往采用试算法,过程繁杂,也不利于教学,且计算结果未必经济。通过理论推导求出的基底尺寸直接计算公式,根据已知条件可以非常简便地获得经济、合理的柱下独立基础基底尺寸。
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| 关 键 词： | 偏心荷载 基底尺寸 计算方法 |
Calculation Method of Base Dimension Under Column with Eccentric Loads |
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| WANG Jiang HAO Hui-shan.Calculation Method of Base Dimension Under Column with Eccentric Loads[J].Journal of North China Institute of Astronautic Engineering,2007(2). |
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| Authors: | WANG Jiang HAO Hui-shan |
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| Institution: | WANG Jiang1 HAO Hui-shan2 |
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| Abstract: | The dimension of footing base with eccentric loads is usually calculated by trial-calculation.This process is complicated and unpractical in the teaching and the result is uneconomical.A formula for direct calculation of the dimention of footing base is presented through theoretical analysis.Dimension of footing base can be easily and reasonably obtained according to given conditions. |
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| Keywords: | eccentricity load dimension of footing base caculation method |
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