摘要
从讨论单向偏心受压矩形基础基底尺寸的设计原则入手 ,提出了几种不同于目前惯用的逐次渐近试算法的直接计算方法 ,并推导了相应的计算公式 .直接计算法安全、合理且简便 ,可代替传统试算法而应用于工程设计 .
The rules for calculating base demension of one way eccentrically compressed rectangle foundation are discussed, three kinds of direct calculation methods are proposed and appropriate formulas are deduced. These direct calculation methods are quite different from the traditional trial and error method and more reliable and easy, which can be used in engineering design instead of trial and error method.
出处
《武汉城市建设学院学报》
2000年第2期27-29,共3页
Journal of Wuhan Urban Construction Institute
关键词
矩形基础
偏心受压
基底尺寸
基础设计
单独基础
rectangle foundation
eccentrically compression
base demension
foundation design