竖向荷载下钢筋混凝土斜柱——剪力墙局部转换节点承载力计算方法  

Calculation of Capacity of Vertically-Loaded RC Joint of Local Transfer From Inclining Column to Beeline-shaped wall

作　　者：卢挺[1] 钟树生[1] 

机构地区：[1]重庆大学土木工程学院,重庆400045

出　　处：《工程建设与设计》2006年第6期37-41,共5页Construction & Design for Engineering

摘　　要：根据三个钢筋混凝土斜柱“-”字形短肢剪力墙局部转换节点在竖向荷载作用下的静力试验研究成果,提出了竖向荷载作用下钢筋混凝土斜柱-短肢剪力墙斜柱局部转换节点的桁架模型,重点阐述了转换梁、短肢剪力墙以及方柱和斜柱承载力计算方法。On the basis of experimental achievements of three specimens of vertically-loaded RC joints of local transfer from inclining column to Beeline-shaped wall, the truss model of the Vertically-Loaded RC Joint of Local Transfer from Inclining column to Beeline-shaped wall is builded and method of calculating this joint is specially proposed.

关 键 词：钢筋混凝土 局部转换节点 斜柱 剪力墙 计算方法 

分 类 号：TU375[建筑科学—结构工程] TU311