Position: Home > Articles > A New Method to Direct Calculate the Size of One-dimensional Eccentrically Loaded Footing
Journal of Agricultural University of Hebei
1997
(2)
99-102
单向偏心受压基础直接计算新方法
作 者：
王士杰;李立华;马凤奎;宇云飞
单 位：
河北农大城乡建设学院
关键词：
柱下独立基础;单向偏心受压;长宽比;偏心距;基底尺寸;地基承载力
摘 要：
本文给出了柱下独立基础单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。
译 名：
A New Method to Direct Calculate the Size of One-dimensional Eccentrically Loaded Footing
作 者：
Wang Shijie; Li Lihua ;Ma Fengkui; Yu yunfei (School of Urban and Rural Construction,Hebei Agri. Univ.,Baoding 071001).
关键词：
Individual footing under columns; One-dimensional eccentrically load; Ratio of length to width; Eccentricity; Size of footing; Bearing capacity
摘 要：
A formula is shown in the paper to calculate directly the size of individual footing under columns for one - dimensional eccentric compression. The formula is able to work out rapidly the economical and reasonable footing size which maximize the utility of its bearing capacity.
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