某高层框支剪力墙结构的设计  

The Design for a High-rise Building's Shear Wall Structure Supported on Frame

作　　者：王红兵[1,2] 

机构地区：[1]合肥工业大学土木与水利工程学院,安徽合肥230009 [2]安徽省建筑设计研究院,安徽合肥230001

出　　处：《安徽建筑》2008年第5期130-134,共5页Anhui Architecture

摘　　要：文章阐述了梁式转换层的设计方法,包括转换构件布置、结构平面布置、结构竖向布置、结构整体计算方法、计算模型选择、周期比、有效质量系数、位移比、结构的稳定、剪重比、刚度比、弹性动力时程分析、有限元补充分析、结构构件设计、构造措施等。The paper introduces the design method of girder transfer storey in terms of the arrangement of transfer members, layout of structure in the horizontal and vertical direction, monolithic structural computation, selection of the computation model period ratio, effective mass coeflicient, displacement ratio, stability of the structure, ratio of storey shear to gravity, stiffness ratio, elastodynamie analysis, additional finite element analysis, design for structural member and the construction measures etc.

关 键 词：转换层 概念设计 整体分析 弹性动力时程分析 有限元分析 构件设计 

分 类 号：TU398.2[建筑科学—结构工程]