摘要
基于无限长梁在双参数地基模型上的解答 ,推导出具有悬挑的十字交叉基础梁的柱荷载分配系数公式。
Based on the solution to infinitely long beam on the two parameter model,this paper derives a set of formulae for the distribution coefficient of the column's load on the cross foundation beam with cantilevers,which can be applied to situations with various joints and cantilevers.
出处
《建筑结构》
CSCD
北大核心
2001年第10期9-11,65,共4页
Building Structure
关键词
十字交叉基础梁
柱荷载
空间框架
cross foundation beam
two parameter model
distribution coefficient
column's load
