考虑非刚性梁柱节点时钢筋混凝土框架—剪力墙结构的受力计算  

Stress Calculation of Frame-Shear Wall Considering Nonrigid Connections

作　　者：耿建英[1] 杨建江[2] 刘永清[3] 

机构地区：[1]朔黄铁路发展有限责任公司,河北沧州062350 [2]天津大学建筑工程学院,天津300072 [3]河北工程大学,河北邯郸056038

出　　处：《煤炭工程》2014年第4期32-34,共3页Coal Engineering

摘　　要：论文旨在研究框架—剪力墙受力计算中考虑了框架梁柱节点的非刚性后,水平荷载在框架与剪力墙之间如何分配。介绍了混合结构的非刚性节点,并简单讨论了框架—剪力墙铰接体系在水平荷载下的简化计算方法。引入节点刚度k计算框架的刚度D,并推导出了考虑节点非刚性后的结构水平荷载分配系数公式。The horizontal load distribution on the frame and the shear wall in frame - shear wall structure system was studied considering the nonrigid connections. The nonrigid connection of hybrid structure was introduced and the simplified calculation method was discussed for the hinge system of frame - shear wall under horizontal load. The connection rigidity k was introduced to calculate the frame rigidity D. And the distributive formula of the structure under the horizontal load considering the nonrigid connections was deduced.

关 键 词：框架-剪力墙结构 非刚性节点 刚度 水平荷载 

分 类 号：TU398.2[建筑科学—结构工程]