利用框–剪结构协同工作性能优化结构布局  

STRUCTURAL LAYOUT OPTIMIZATION USING COOPERATION OF FRAME-SHEAR WALL STRUCTURE

作　　者：赵杰林[1] 

机构地区：[1]重庆华森建筑设计顾问有限公司,重庆400015

出　　处：《建筑技术》2016年第4期374-378,共5页Architecture Technology

摘　　要：框架-剪力墙结构为一种复合受力体系,框架与剪力墙协同工作有效优化了结构性能。在分析二者协同工作性能的基础上,探讨了结构设计怎样利用此性能,并通过一个设计实例进行验证,结果表明,利用框架与剪力墙的协同性能,合理搭配框架与剪力墙的刚度,在保证结构体系整体抗侧刚度满足规范要求的条件下,可以有效节省结构材料,取得较好的经济效益。The frame-shear wall structure is a kind of compound force-resistant system, and the frame cooperates with the shear wall to effectively optimize the structure performance. Based on the analysis of the cooperative performance, the paper discussed how to use this feature in the process of structural design. A design example results show that the reasonable stiffness collocation of frame and shear wall may effectively save the structure material and obtain the good economic benefits under the condition of meeting the specification requirements.

关 键 词：框架-剪力墙结构 抗侧刚度 协同工作 结构造价 

分 类 号：TU201[建筑科学—建筑设计及理论]