错列桁架─框架─剪力墙结构体系的分析  

A STRUCTURAL ANALYSIS OF THE STAGGERED TRUSS AND FRAME-SHEAN WALL SYSTEM

作　　者：王祖华[1] 吴勇明[1] 

机构地区：[1]华南理工大学建筑工程系

出　　处：《华南理工大学学报（自然科学版）》1995年第3期140-146,共7页Journal of South China University of Technology(Natural Science Edition)

摘　　要：分析了错列桁架─框架─剪力墙结构体系在建筑使用功能上的优点、结构的受力和变形特点。沿用沿高度连续化的假定，推导出这种铰结体系结构的位移及内力计算公式。利用这些公式可编制计算图表，方便于设计计算。The advantage of using function for a building,the characteristics ofstress and deformation of staggered truss and frame-shear wall structuresystem have been analysed.By using the assumptions of the continuous mediumtechnique in vertical direction, formulas for calculating internal forces anddisplacements of hinged structure system have been deduced. The design chartsand tables can be got by using the formulas.

关 键 词：框架 剪力墙 结构分析 错列桁架 桁架 高层建筑 

分 类 号：TU973.16[建筑科学—结构工程]