不规则木结构剪力墙抗侧性能探讨  

Discussion on Irregular Wooden Shear Wall Lateral Force Resisting Performance

作　　者：吴鸣[1] 

机构地区：[1]广西大学设计研究院,南宁530028

出　　处：《价值工程》2011年第12期148-149,共2页Value Engineering

摘　　要：不规则剪力墙是基于规则剪力墙的一种结构变形,本文从木结构材料建筑的优势性能出发,探讨了木结构剪力墙不同加载方案的抗侧性能影响、分析了钉节点荷载对木结构建筑的变形影响关系,并在理论分析的基础上拓展了木结构剪力墙变形公式的内涵及不规则剪力墙的两种变形方式,对我国建筑行业木结构的设计规范完善建立积极有效的推动作用。Irregular wall is a rule-based structural deformation of shear walls,started from the performance advantages of this wooden structure,this paper discusses the different lateral load performance influences of various programs of wood shear wall and analyzes the impact of nail nodal loads on the wooden structure deformation,on the basis of theoretical analysis,the content of wooden shear wall and two shear deformation types of the irregular shear walls have a positive and effective role in promoting the establishment and improvement of standards of construction industry wood industry.

关 键 词：不规则木结构 剪力墙 抗侧性能 

分 类 号：TU36[建筑科学—结构工程]