部分框支剪力墙结构侧向刚度的调整  

Lateral Stiffness Adjustment of the Frame-supported Shearwall Structure

作　　者：樊长军[1] 

机构地区：[1]山西水利职业技术学院,山西运城044004

出　　处：《工程建设与设计》2014年第6期64-66,共3页Construction & Design for Engineering

摘　　要：列举了我国规范对部分框支剪力墙侧向刚度的要求,叙述了在此种结构设计中侧向刚度存在的问题和常用的处理办法,通过实例指出部分框支剪力墙侧向刚度调整中应注意的问题;说明部分框支剪力墙侧向刚度调整时不应采用单一方法而应该兼顾各个方面。This paper first lists the Chinese code for the requirements of part of the frame shear wall lateral stiffness. Listed some problems of structure design of the lateral stiffness and the commonly used treatment methods. The example of lateral stiffness adjustment is given to illustrate problems that should be paid attention to. In the last, the author suggests that lateral stiffness adjustmentof part of the frame supported shear wal lshould not be used a single method but should take into account more aspects.

关 键 词：框支剪力墙 刚度 转换层 调整 

分 类 号：TU398.2[建筑科学—结构工程]