摘要
简要介绍数值子结构方法,并基于该方法对装配防屈曲支撑的高层钢结构进行地震动力响应分析,深入研究在地震损伤过程中防屈曲支撑构件数量、位置对于结构整体响应的影响。
The numerical substructure method is briefly introduced, and based on this method, the seismic dynamic response of high-rise steel structures with buckling-restrained braces is analyzed. The influence of the number and position of anti-buckling braces on the overall response of structures in the process of earthquake damage is studied in depth.
出处
《科技创新与应用》
2018年第22期34-37,共4页
Technology Innovation and Application
关键词
数值子结构方法
防屈曲支撑
高层钢结构
地震动力响应分析
numerical substructure method
buckling-restrained braces
high-rise steel structure
seismic dynamic response analysis
