摘要
对高度相差比较大的两相连结构利用阻尼器连接控制地震响应方面进行了研究,通过比较结构的地震响应,探讨了不同阻尼系数和不同地震波对减震效果的影响。
It researches the two linked structure that the heights are more different of using damper linked and control the earthquake responding, and discusses the affection of different damped coefficient and carthquakc wave to damping through comparing the earthquake responding of structure.
出处
《山西建筑》
2008年第4期85-86,共2页
Shanxi Architecture
关键词
相连结构
结构控制
地震响应
阻尼器
时程分析
linked structure, structure control, earthquake responding, damper, temporal analysis
