摘要
本文通过分析钢筋砼抽柱框架楼盖主、次梁的受力情况，考虑结构材料的塑性，推导出抽柱框架横梁（主梁）作为次梁的不动铰支座的最小截面高度的计算公式，供设计中参考．
This paper develops a calculation formula of the mininum section height ofunmoved hinged seating from the main beam of taken-column-away frameby analyzing the load condition of reinforced concrete main and secondarybeams of taken -column-away frame roof and considering the plasticily ofstructure materials,which can be used as a reference for design..
出处
《长沙铁道学院学报》
CSCD
1997年第2期106-112,共7页
Journal of Changsha Railway University
关键词
抽柱框架楼盖
不动铰支座
梁
钢筋混凝土
设计
taken-column-away frame roof,seating sinking, unmoved hinged seating,curved matrix AM,beam section height
