摘要
给出了基础设计中一种利用双柱克服悬臂构件倾覆力矩的方法,既可有效地发挥钢筋混凝土柱抗压抗弯能力强的优势,又可节省材料,减轻自重.
A method for foundation design about counterbalancing the over turning moment of cantilever members by the use of double columns is proposed. It is not only giving full play to the compressed capacity of reinforced concrete columns, but also economizing on materials and reducing dead weight.
出处
《建筑结构》
CSCD
北大核心
2000年第3期59-60,共2页
Building Structure
关键词
悬挑基础
抗倾覆
结构设计
基础设计
双柱支撑
cantilever foundation
counterbalancing
over turning moment
structure design
