首页 | 本学科首页   官方微博 | 高级检索  
     

非比例阻尼隔震结构平扭耦联地震反应分析
引用本文:李慧,沈金生,杜永峰,卢海涛. 非比例阻尼隔震结构平扭耦联地震反应分析[J]. 甘肃科学学报, 2007, 19(3): 120-122
作者姓名:李慧  沈金生  杜永峰  卢海涛
作者单位:1. 兰州理工大学,防震减灾研究所,甘肃,兰州,730050
2. 甘肃省城乡建设规划设计院,甘肃,兰州,730000
摘    要:根据非比例阻尼隔震结构的动力特性,提出了非比例阻尼隔震结构平扭耦联振动的运动方程.分析了地震作用下,非比例阻尼隔震结构平扭耦联振动反应,并讨论了隔震层和上部结构的偏心及质量偏心对结构动力响应的影响.

关 键 词:基础隔震  非比例阻尼  扭转震动
文章编号:1004-0366(2007)03-0120-03
收稿时间:2006-10-16
修稿时间:2006-10-16

Analysis of Torsional Vibration in Non-Proportionally Damped Isolation Structures
LI Hui,SHEN Jin-sheng,DU Yong-feng,LU Hai-tao. Analysis of Torsional Vibration in Non-Proportionally Damped Isolation Structures[J]. Journal of Gansu Sciences, 2007, 19(3): 120-122
Authors:LI Hui  SHEN Jin-sheng  DU Yong-feng  LU Hai-tao
Affiliation:l. Institute of Earthquake Protection and Disaster Mitigatibn, Lonzhou University of Science and Technology, Lanzhou 730050, China; 2. Institute of Urban and Rural Construction and Planning of Gansu Province, Lanzhou 730000, China
Abstract:According to the dynamic features of isolation structures, the motion equation of torsional vibration in non-proportionally damped isolation structures is presented. The torsional vibration in these structures is analyzed, and the influences of the eccentricity of the system and super-structure on dynamic response are also discussed.
Keywords:isolation structure   non-proportional damping   torsional vibration
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号