摘要
本文将原先应用于高层框架的计算模型推广到单、多肢剪力墙。于是,一种算法和一套图表便可用来计算几种结构——包括高层框架、单、多肢剪力墙和它们组合而成的结构。计算的内容包括典型结构在横力作用下所产生的位移及内力,以及结构的动力特征。所得结果已制成图表。
The calculation model currently used for analyzing tall frames has been generalized in this paper, so that a unified method of calculation with a set of charts will be applicable to tall frames, and to single or multi-limbed shear walls as well.Typical structures have been analyzed to find out the resultant stresses, deflections and natural frequences under horizontal forces, and the results are presented in a number of charts.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1992年第1期60-70,共11页
Journal of Building Structures
