摘要
对现行地基基础设计规范中(GBJ7—89)柱下独立基础的弯矩计算公式进行了剖析,并在原基本假设的基础上对柱下独立基础的弯矩计算公式进行了推导,分析,提出了一套较精确的计算方法。
The author analyzes the mehtod of calculating the moment on the individual foundation under the column in criteria. Based on the common hypothesis,a new method of calculating the moment on the individual foundation is derived,which is more accurate than the present one.
出处
《低温建筑技术》
北大核心
1997年第2期45-46,共2页
Low Temperature Architecture Technology
关键词
独立基础
弯矩
偏差分析
规范
柱
计算
Individual foundation, moment, analysis of deviation.
