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.
引文
[1]周云,邓雪松,黄文虎.耗能减震结构的抗震设计原则与设计方法[J].世界地震工程,1998,14(4):49-56.
[2]北京金土木软件技术有限公司,中国建筑标准设计研究院.ETABS中文使用指南[M].北京:中国建筑工业出版社,2004.
[3]GB50011-2001建筑抗震设计规范[S].