双向偏心受压基础底面尺寸直接计算法  

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

作　　者：王士杰[1] 赵春生[1] 李立华[1] 宇云飞[1] 商合忠 

机构地区：[1]河北农大城乡建设学院,保定071001 [2]保定市城市建设开发总公司,保定071051

出　　处：《河北农业大学学报》1997年第4期101-106,共6页Journal of Hebei Agricultural University

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。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.

关 键 词：双向偏心受压 基底尺寸 地基承载力 

分 类 号：TU470[建筑科学—结构工程]