单向偏心受压基础直接计算新方法  

A New Method to Direct Calculate the Size of One-dimensional Eccentrically Loaded Footing

作　　者：王士杰[1] 李立华[1] 马凤奎[1] 宇云飞[1] 

机构地区：[1]河北农大城乡建设学院,保定071001

出　　处：《河北农业大学学报》1997年第2期99-102,共4页Journal of Hebei Agricultural University

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。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.

关 键 词：柱下独立基础 单向偏心受压 地基承载力 

分 类 号：TU47[建筑科学—结构工程]