摘要
本文以一结构方案为算例，建立了高层巨型框架悬挂结构体系的分析模型，研究了巨型框架静动力特性及其参数影响规律，分析表明悬挂楼层具有显著减小水平地震作用的效果，巨型框架悬挂结构是一种很有发展前途的结构体系。本文的研究工作为这种新型结构体系的工程应用奠定了基础。
Through an engineering example, the analysis mode of a new strUctural system composed of huge frame suspended structure has been established. The static and dynamic characters, the parameters,and the aseismic effect of such suspended floors have been studied. It has been proved that the huge frame is a kind of structure effective in resisting horizontal forces and the suspended floor can greatly reduce the seismic response. This structural system has great development potentialities, and the study in this paper may provide a basis for the application of such kind of structures.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1999年第1期23-30,共8页
Journal of Building Structures
