您现在的位置:建筑结构>> 期 刊>> 2009年>> 第05期>>正文内容
银泰中心主塔楼采用液体粘滞阻尼器的减振设计
马良喆1,陈永祁1,赵广鹏2
摘 要

(1 北京奇太振控科技发展有限公司,北京 100037; 2 中国电子工程设计院,北京 100840)
[摘要]银泰中心主塔楼为北京CBD标志性建筑之一,楼高249.9m,共62层,为超高层钢结构,是我国首次在新建超高层钢结构建筑中采用消能减震措施。阐述了结构耗能减振的研究及发展现状,给出了北京银泰中心主塔楼的结构方案设计的特点,然后对线性及非线性液体粘滞阻尼器的工作原理及特点进行对比,并介绍了主塔楼阻尼器的楼层布置及所采用的支撑类型。通过计算表明在设置非线性粘滞阻尼器后,银泰中心主塔楼的风振加速度降低,主塔楼的抗震性能同时得到了改善。通过能量原理得到了工程设置粘滞阻尼器后的附加阻尼比。最后对阻尼器的测试情况作了介绍,测试结果表明银泰中心用阻尼器的性能达到设计要求。
[关键词]非线性;液体粘滞阻尼器;能量原理;测试
Passive dissipation design with liquid viscous damper for Silvertie Centre Building
Ma Liangzhe1, Chen Yongqi1, Zhao Guangpeng2(1 Beijing Qitai Vibration Control and Scientific Development Co., Ltd., Beijing 100037, China;2 China Electronics Engineering Design Institute, Beijing 100840, China)
Abstract:The Silvertie Hotel is one of the dominant super high-rise structures in the Central Business District of Beijing. The 62 stories building 249.9 meters height is the first in China to adopt the energy dissipation technology. This article briefly introduces the research and the development of the liquid viscous dampers by way of describing the structural characters of the Silvertie building, explaining the working principles of the linear and non-linear liquid viscous damper, then recommends the layout of the dampers as well as gives the damper connection configuration adopted in this building. The damping technology can successfully reduce the acceleration caused by the wind vibration, greatly improve aseismatic performance. The paper gives an additional damping ratio of the project with viscous dampers using energy principle. Finally the process of the damper testing is introduced, the testing results indicate that the dampers dynamic performance has reached the standard of the design.
Keywords:nonlinear; viscous damper; energy principle; testing
作者简介:马良喆,总经理,Email:qitai@bluelakeint.com。
参考文献
[1]欧进萍.土木工程结构振动的智能控制研究与发展[C]//国际结构控制与健康诊断研讨会,2000.
[2]刘季.结构抗震抗风振动控制[C]//第六届结构工程学术会议,1997:1-20.
[3]魏琏,郑久建.用规范反应谱计算减震结构的探讨[J].建筑结构, 2004,34(10).
[4]SELEEMAH A A, CONSTANTINOU M C. Investigation of seismic response of buildings with linear and nonlinear fluid viscous dampers[R]. NCEER Report-97-0007, National Center for Earthquake Engineering Research, University at Buffalo, State University of New York, Buffalo, NY.
[5]MCNAMARA R J, HUANG C D, WAN V. An efficient damper system for high rise building.Fifth Conference on tall building in seismic regions.University of Southen California LA,CA.
[6]邓长根.日本建筑结构耗能减震研究和应用的若干新进展[J].四川建筑科学研究, 2003,6.
[7]陈永祁.Taylor粘滞阻尼器性能试验报告[R].哈尔滨:哈尔滨工业大学力学与结构实验中心.
[8]OSCAR M RAMIREZ, M C CONSTANTINOU, C A KIRCHER, et al. Development and evaluation of simplified procedures for analysis and design of buildings with passive energy dissipation systems[R]. 2000.
[9]NEHRP Guidelines for the Seismic Rehabilitation of Buildings[M]. FEMA Publication 273, Prepared for the Building Seismic Safety Council Washington, D.C.
[10]2000 Edition NEHRP recommended provisions for seismic regulations for new buildings and other structures Provisions (FEMA 368) Prepared for the Building Seismic Safety Council Washington, D.C.
[11]吴耀辉,李爱群,张志强,等. 银泰中心主塔楼方案的抗震分析[J]. 建筑结构,2004,34(7).
[12]SOONG T T, DARGUSH G F. Passive Energy Dissipation Systems in Structural Engineering[M]. John Weley & Sons, 1997.
[13]陈波.张拉膜结构风振响应分析[D].哈尔滨:哈尔滨工业大学,2003.

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!