钢筋混凝土框架用粘滞阻尼墙减震研究  

Study on Earthquake Response Reduction of RC Frames with Viscous-damping Walls

作　　者：谭在树[1] 钱稼茹[1] 

机构地区：[1]清华大学建筑设计研究院,清华大学

出　　处：《建筑结构学报》1998年第2期50-59,共10页Journal of Building Structures

基　　金：国家自然科学基金

摘　　要：粘滞阻尼墙是一种用于建筑结构的耗能减霹器。本文通过模型振动台试验、理论计算、以及用粘滞阻尼墙对一幢十层钢筋混凝土框架的抗震加固试设计。研究并验证了阻尼墙的减震效果。The viscous-damping wall is a new type of energy absorbers for building structures . In this paper, the effectiveness of viscous-damping wall on earthquake response reduction has been studied and verified through shaking table tests of a 4-story scale-down RC frame model, theoretical calcu- Lation, and a trial design of a 10-story RC building structure for enhancement of earthquake resistance.

关 键 词：粘滞阻尼墙 钢筋混凝土框架 减震 

分 类 号：TU375.401[建筑科学—结构工程] TU352.11