钢筋混凝土错列桁架体系的结构分析  

A STRUCTURAL ANALYSIS OF THE REINFORCED CONCRETE STAGGERED TRUSS 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）》1993年第3期1-9,共9页Journal of South China University of Technology(Natural Science Edition)

摘　　要：分析了钢筋混凝土错列桁架体系(一种复杂的转换层结构)在建筑使用功能上的优点,结构体系的受力构造特点及空间工作情况;并对这种结构推导出实用的计算方法。同时结合本文的算例及分析,对该结构提出了一些合理化建议。A new type of building structure system--the reinforced concrete staggered trussis a complex transfer structure.In this paper,the advantage of using function for a building,bea- ring capacity,constructional characteristic and space--work of the structure system have been analysed,and the practical calculating way has also been deduced.At last,some rational sugges- tions are presented with an example of this structure to have been gone into further analysis.

关 键 词：钢筋混凝土 结构分析 错列桁架 

分 类 号：TU756.43[建筑科学—建筑技术科学]