Position: Home > Articles > A New Method to Direct Calculate the Size of Two-dimensional Eccentrically Loaded Footing
Journal of Agricultural University of Hebei
1997
(4)
101-106
双向偏心受压基础底面尺寸直接计算法
作 者：
王士杰;赵春生;李立华;宇云飞;商合忠
单 位：
保定市城市建设开发总公司;河北农大城乡建设学院
关键词：
柱下独立基础;双向偏心受压;基底尺寸;地基承载力
摘 要：
本文给出了柱下独立基础双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 Two-dimensional Eccentrically Loaded Footing
作 者：
Wang Shijie; Zhao Chunsheng; Li Lihua; Yu Yunfei(School of Urban and Rural Construction, Hebei Agri. Univ., Baoding 071001)Shang Hezhong(General Company of Baoding Construction and Development, Baoding 071051)
关键词：
Individual footing under columns; Two-dimensional eccentrically load; 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 two-dimensional eccentric compression. The formula is able t0 work rapidly the economical and reasonable footing size, which can maximize the utility of bearing capacity.
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单向偏心受压基础直接计算新方法 [王士杰, 李立华, 马凤奎, 宇云飞] 河北农业大学学报 1997 (2) 99-102
