摘要
以一个八层混凝土框架结构为例,采用层间剪切模型运用MATLAB进行编程计算,输入y向地震波,分析结构在其作用下动力弹性时程反应,得到顶层的动力响应曲线及相关参数,并加入ZB-1型粘弹性阻尼器,可以减少结构的动力响应,而且可以看出MATLAB在建筑结构中的强大数据分析能力。
This paper takes an eight-story concrete frame structure as a model.MATLAB is used to establish story shear model and program.Though seismic waves in the y-input,we analyse the dynamic effect of the structure in the time-history response,and the dynamic response curves and related parameters of top floor are obtained.ZB-1 type viscoelastic dampers are joined to reduce the dynamic response of the structure.You can see the capacity of the powerful data analysis on the basis of MATLAB Language.
出处
《安徽建筑工业学院学报（自然科学版）》
2012年第1期41-45,共5页
Journal of Anhui Institute of Architecture(Natural Science)
关键词
MATLAB编程
人工地震波
弹性时程分析
MATLAB Programming
Artificial Seismic
Wave Elastic Time-history Analysis
