节点文献
基于MATLAB混凝土框架结构动力弹性时程分析
Concrete frame structure dynamic elastic time-history analysis on the basis of MATLAB language
【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。
【Abstract】 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.
【关键词】 MATLAB编程;
人工地震波;
弹性时程分析;
【Key words】 MATLAB Programming; Artificial Seismic; Wave Elastic Time-history Analysis;
【Key words】 MATLAB Programming; Artificial Seismic; Wave Elastic Time-history Analysis;
- 【文献出处】 安徽建筑工业学院学报(自然科学版) ,Journal of Anhui Institute of Architecture & Industry(Natural Science) , 编辑部邮箱 ,2012年01期
- 【分类号】TU375.4;TU311.3
- 【被引频次】2
- 【下载频次】236