网架结构体系的水平抗震性能  

THE ASEISMIC CHARACTERISTIC OF FULL STRUCTURE SYSTEM INCLUDING SPACE TRUSSES UNDER HORIZONTAL EARTHQUAKE

作　　者：张毅刚[1,2] 孔祥和 

机构地区：[1]北京工业大学土木系 [2]北京精益建筑公司

出　　处：《工业建筑》1998年第7期11-15,共5页Industrial Construction

摘　　要：通过理论研究和工程分析，论证了研究水平地震作用下的反应时，应对整个网架结构体系进行讨论，并介绍了研究网架结构体系水平地震反应的方法。The aseismic characteristic of space trusses under horizontal earthquake was studied in this paper. A new idea of full structure system including space trusses must be considered when the response of space trusses is analyzed is discussed. The method of full structure system including space trusses under horizontal earthquake is introduced, and the analytical results of a practice project is given. Some valuable conclusion and proposals for aseismic design are presented in the paper.

关 键 词：结构体系 水平抗震 网架结构 

分 类 号：TU311.3[建筑科学—结构工程] TU356