首页 | 本学科首页   官方微博 | 高级检索  
     检索      

广东科学中心E区隔震支座的优化布置分析
引用本文:周云,张季超,唐玉果,邓雪松.广东科学中心E区隔震支座的优化布置分析[J].地震工程与工程振动,2009,29(4).
作者姓名:周云  张季超  唐玉果  邓雪松
作者单位:广州大学,土木工程学院,广东,广州,510006
摘    要:广东科学中心E区结构体型复杂,刚度和质量在竖向分布不均匀,导致结构扭转效应比较明显.本文结合结构设计提出了五种隔震控制方案.利用SAP2000有限元分析软件,对采用不同控制方案的结构进行了模态分析和时程分析,对比分析了不同方案的控制效果.分析结果表明,采用隔震技术不仅大大降低结构的地震反应,也使结构的扭转效应得到有效的控制.依据分析结果对该工程隔震支座的布置提出建议.

关 键 词:隔震技术  扭转效应  时程分析

Analysis of optimal placement of rubber isolated bearings in District E of the Guangdong Science Center
ZHOU Yun,ZHANG Jichao,TANG Yuguo,DENG Xuesong.Analysis of optimal placement of rubber isolated bearings in District E of the Guangdong Science Center[J].Earthquake Engineering and Engineering Vibration,2009,29(4).
Authors:ZHOU Yun  ZHANG Jichao  TANG Yuguo  DENG Xuesong
Institution:ZHOU Yun,ZHANG Jichao,TANG Yuguo,DENG Xuesong(School of Civil Engineering,Guangzhou University,Guangzhou 510006,China)
Abstract:The district E of the Guangdong Science Center is a complex structure,in which the torsional response is significant due to stiffness and mass non-uniform distribution in vertical direction.Based on the original structural design,the five base-isolated schemes are proposed to solve the above problems.The modal analysis and the time-history analysis for different schemes with SAP2000 finite element analysis software are completed.The analysis results show that the structural earthquake responses can be obvio...
Keywords:isolation technique  torsional response  time-history analysis  
本文献已被 CNKI 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