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Tuned mass dampers for human-induced vibration control of the Expo Culture Centre at the World Expo 2010 in Shanghai, China

机译:中国上海世博会世博文化中心的调谐质量阻尼器,用于人为控制振动

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摘要

The Expo Culture Centre is one of the permanent buildings at the World Expo 2010 in Shanghai, China. The main structure has an oval shape and consists of 36 radial cantilever steel trusses with different lengths and inner frames made of concrete-filled rectangular steel tube members. Tuned mass dampers are used to reduce the excessive vibrations of the sixth floor that are caused by human-induced resonance. A three-dimensional analytical model of the system is developed, and its main characteristics are established. A series of field tests are performed on the structure, and the test results show that the vertical vibration frequencies of most structural cantilevers are between 2.5 Hz and 3.5 Hz, which falls in the range of human-induced vibration. Twelve pairs of tuned mass dampers weighing 115 tons total were installed in the structure to suppress the vibration response of the system. These mass dampers were tuned to the vertical vibration frequency of the structure, which had the highest possibility of excitation. Test data obtained after the installation of the tuned mass dampers are used to evaluate their effectiveness for the reduction of the vibration acceleration. An analytical model of the structure is calibrated according to the measured dynamic characteristics. An analysis of the modified model is performed and the results show that when people walk normally, the structural vibration was low and the tuned mass dampers have no effect, but when people run at the structural vibration frequency, the tuned mass dampers can reduce the floor vibration acceleration by approximately 15%.
机译:世博文化中心是中国上海2010年世博会的永久性建筑之一。主要结构为椭圆形,由36个不同长度的径向悬臂钢桁架和由填充混凝土的矩形钢管组成的内部框架组成。调谐质量阻尼器用于减少人为引起的共振引起的第六层的过度振动。建立了系统的三维分析模型,并建立了其主要特征。对结构进行了一系列现场测试,测试结果表明,大多数结构悬臂的垂直振动频率在2.5 Hz至3.5 Hz之间,属于人为振动范围。该结构中安装了十二对调谐质量阻尼器,重共115吨,以抑制系统的振动响应。这些质量阻尼器已调整到结构的垂直振动频率,该频率具有最高的激发可能性。安装调谐质量阻尼器后获得的测试数据用于评估其对降低振动加速度的有效性。根据测得的动态特性校准结构的分析模型。对修改后的模型进行了分析,结果表明,当人们正常行走时,结构振动很小,调谐质量阻尼器没有影响,但是当人们以结构振动频率运行时,调谐质量阻尼器可以减小地板振动加速度提高约15%。

著录项

  • 来源
    《Structural Engineering and Mechanics》 |2012年第5期|p.607-621|共15页
  • 作者单位

    State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;

    State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;

    State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;

    State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    expo culture centre; steel truss; cantilever; human-induced vibration; serviceability; tuned mass damper;

    机译:世博文化中心;钢桁架悬臂;人为振动可维护性;调谐质量阻尼器;

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