摘要
本文根据《混凝土结构设计规范》(GBJ10-89)对柱下独立基础合理尺寸进行了对比分析,结果表明当矩形基础底板的长、短边之比为1.2～1.3时,基础底板的总用钢量为最小,是一种合理的经济的基础外形。圈1,表2,参6。
This paper analyse the reasonable size of independent foundation.for a column on the design standard of concrete and steel concrete structure (GBJ10-89). The resultslis that the total amount of steel in the foundation is the smallest when the ratio of the long size to the short size of a rectangle foundation equals to 1.2～ 1.3. It is a reasonable and enconomical foundation type. 1fig, 2tabs, 6refs.
出处
《湘潭矿业学院学报》
1992年第2期173-178,共6页
Journal of Xiangtan Mining Institute
关键词
混凝土结构
基础
合理尺寸
eccentric compression members
foundations
floor
coefficients
