摘要
以剪切型层计算模型对高层建筑的计算模型进行了简化,并将频率、模态等动力性能计算结果与有限元计算结果相比较,结果十分吻合,同时利用该模型进行了高层建筑的风致振动时程分析,得出了计算结果能够满足工程计算需要的结论。
The article simplifies the calculating model of high-rise building with shear layer calculation model,compares the calculating result of frequency and mode etc.dynamic performance with that of finite element calculation,which is closely alike,and carries out time interval analysis of high-rise building＇s wind-induced vibration using this model,which result can meet the needs of engineering calculating.
出处
《山西建筑》
2007年第33期101-102,共2页
Shanxi Architecture
关键词
高层建筑
剪切型层模型
动力响应
high-rise building,shear layer model,dynamic response
