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宿迁市文体综合馆基础隔震设计
引用本文:刘伟庆,董军,王曙光,周有根,尹士公,蓝宗建. 宿迁市文体综合馆基础隔震设计[J]. 建筑结构学报, 2003, 24(2): 20-24
作者姓名:刘伟庆  董军  王曙光  周有根  尹士公  蓝宗建
作者单位:南京工业大学土木工程学院,江苏,南京,21009;江苏省建筑设计研究院,江苏,南京,210029;东南大学土木工程学院,江苏,南京,210096
摘    要:宿迁市文体综合馆位于地震高烈度区,钢筋混凝土空间框架结构、钢网壳屋盖。该工程采用基础隔震技术设计,隔震层由橡胶隔震支座和粘滞消能器组成。对主体结构基础隔震体系的空间模型时程分析结果表明:采用基础隔震措施可显著降低上部结构的地震作用;设置粘滞消能器能较好地解决降低上部结构地震作用和限制隔震层位移之间的矛盾。在该工程中采用基础隔震技术,具有明显的技术经济效益。

关 键 词:基础隔震  粘滞消能器  空间模型  时程分析
文章编号:1000-6869(2003)02-0020-05
收稿时间:2003-04-05
修稿时间:2002-05-01

Design of base isolated structure of Suqian City Gymnasium
LIU Weiqing,DONG Jun,WANG Shuguang,ZHOU Yougen,YIN Shigong,LAN Zongjian. Design of base isolated structure of Suqian City Gymnasium[J]. Journal of Building Structures, 2003, 24(2): 20-24
Authors:LIU Weiqing  DONG Jun  WANG Shuguang  ZHOU Yougen  YIN Shigong  LAN Zongjian
Affiliation:LIU Weiqing,DONG Jun,WANG Shuguang,ZHOU Yougen,YIN Shigong,LAN Zongjian(.College of Civil Engineering,Nanjing University of Technology,Nanjing,China,.Architectural Design and Research Institute of Jiangsu Provience,Nanjing,China,.College of Civil Engineering,Southeast University,Nanjing,China)
Abstract:Suqian City Gymnasium is a reinforced concrete spatial frame structure with a steel spatial grid roof located in a region of high earthquake intensity. It occupies 4500 seats and an area of about 13000m2. The isolation layer consists of laminated rubber bearings and viscous dampers. Calculation results of the nonlinear space model time history analysis by SAP2000N software show that the horizontal earthquake action upon the super structure can be greatly reduced by using base isolation technique,as the viscous dampers can effectively restrict the displacement of isolation layer and meanwhile reduce the earthquake action. The base isolation technique used in this project demonstrates obvious technical and economic benefit.
Keywords:base isolation  viscous damper  spatial model  time history analysis
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