摘要
地震力作用下,与倾斜放置的阻尼支撑直接相连的柱子轴力有相当幅度的增长,这严重影响到结构的安全。在对设置倾斜阻尼支撑的结构体系的受力机理进行分析后,探讨了阻尼支撑在结构体系内的布置原则,并得出有关结论。
In the structure with inclined viscous damper, the axial force of column which is connected directly with damper will have sharp increase for vertical component force of damper so that structure safety is severely influenced. After one frame with inclined viscous damper under earthquake load is analyzed, the layout principles of viscous damper in frame are studied and some conclusions are given.
出处
《江苏建筑》
2009年第4期41-42,45,共3页
Jiangsu Construction
关键词
倾斜粘滞阻尼支撑
竖向分力
柱轴力
布置原则
inclined viscous damper
vertical component
column axial force
layout principle
