摘要
阐述了消能减震的概念、原理和油动式粘滞流体阻尼器的主要性能,对已装与未装消能减震器的钢筋混凝土框架—剪力墙模型进行了建模分析对比,并进一步考察了消能减震器的减震效果。
This paper gives the concept and mechanism of seismic controlled by energy dissipation. The comparative analysis of structure with or without energy dissipater is conducted, and the results show that energy dissipation system is very effective and the working behavior of structure is stable.
出处
《四川建筑科学研究》
北大核心
2007年第6期130-132,共3页
Sichuan Building Science
关键词
消能减震
粘滞阻尼器
时程分析
energy dissipation system
energy dissipater
time history analysis
