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上海世博文化中心TMD减轻人致振动分析与实测研究 被引量:51

Analysis and field test for human-induced vibration reduction with TMD in Shanghai EXPO culture center
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摘要 上海世博文化中心是2010上海世博会永久性场馆之一,其主体结构由沿环向的36榀悬臂长度不一的钢桁架和矩形钢管混凝土内框架组成。结构六层为悬挑钢结构楼盖,易引起人致振动问题。对采用调谐质量阻尼器(TMD)进行人致振动控制的上海世博文化中心进行了大量的计算分析和现场实测。结果表明结构各榀桁架的竖向共振频率处于2.5 Hz-3.0 Hz之间;当人以2.0 Hz的频率正常行走时,结构竖向振动较小,TMD基本无影响;而当人以结构竖向共振频率快速走动或奔跑时,TMD能有效减小结构的竖向振动响应,减振效率约为15%。这对长悬臂空间结构的舒适度问题和采用TMD进行人致振动控制问题的研究具有参考借鉴意义。 Shanghai Expo culture center is one of the permanent buildings for Expo 2010 Shanghai.Its main structure is composed of 36 hoop cantilever steel trusses with different lengths and inner frames made of rectangle CFST members.The 6-storey steel structure with cantilevered floors easily causes human-induced vibration.A large amount of analysis and field tests were performed for this culture center with tuned mass dampers(TMDs) used to reduce human-induced vibration.The results showed that the resonance frequencies of each truss are between 2.0Hz and 3.5Hz;the vertical vibration of the structure is very small and TMDs have no influence on the vibration when people walk normally with frequency 2.0Hz;when people rapidly walk or run with structural resonance frequency,TMDs can reduce the structural vertical vibration about 15% effectively.The results could be a reference for study on serviceability of space structures with long cantilever and human-induced vibration control with TMD.
出处 《振动与冲击》 EI CSCD 北大核心 2012年第2期32-37,150,共7页 Journal of Vibration and Shock
基金 国家自然科学基金项目(90815029 51021140006)
关键词 世博文化中心 人致振动 舒适度 调谐质量阻尼器 Expo culture center human-induced vibration serviceability tuned mass damper(TMD)
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参考文献9

  • 1Figueiredo F P, Da Silva J G S, De Lima L R O, et al. A parametric study of composite footbridges under pedestrianwalking loads [J]. Engineering Structures, 2008, 30: 605 -615.
  • 2Zivanovic S, Pavic A, Reynolds P. Vibration serviceability of footbridges under human-induced excitation : a literature review [ J]. Journal of Sound and Vibration, 2005, 279( 1 -2) : 1 - 74.
  • 3Ebrahimpour A, Sack R L. A review of vibration service- ability criteria for floor structures [ J ]. Computers & Structures, 2005, 83 (28 - 30) : 2488 - 2494.
  • 4BS 5400 -2. Steel, concrete and composite bridges-part 2: specification for loads [ S ]. London: British Standard Institution, 2006.
  • 5ISO 2631 -2. Mechanical vibration and shock-evaluation of human exposure to whole-b0dy vibration-part 2: vibration in buildings (1 Hz to 80 Hz) [ S]. Geneva: International Stand- ardization Organization, 2003.
  • 6何浩祥,闫维明,张爱林.人行激励下梁板结构与人体耦合作用研究[J].振动与冲击,2008,27(10):130-133. 被引量:25
  • 7孙利民,闫兴非.人行桥人行激励振动及设计方法[J].同济大学学报(自然科学版),2004,32(8):996-999. 被引量:129
  • 8徐庆阳,李爱群,张志强,丁幼亮.考虑人体舒适度的大跨度悬挂结构振动控制研究[J].振动与冲击,2008,27(4):139-142. 被引量:22
  • 9AISC steel design guide series 11. floor vibrations due to human activity [ S ]. Chicago: America Institute of Steel Construction, 2003.

二级参考文献25

  • 1孙利民,闫兴非.人行桥人行激励振动及设计方法[J].同济大学学报(自然科学版),2004,32(8):996-999. 被引量:129
  • 2陈建英,方之楚.人-结构相互作用动力学建模研究[J].振动与冲击,2007,26(6):10-13. 被引量:22
  • 3Pimentel R L,Pavic A,Waldron P.Evaluation of design requirements for footbridegs excited by vertical forces from walking[J].Canadian Journal of Civil Engineering,2001,28:769-777.
  • 4Dallard P,Fitzpatrick A J,Flint A,et al.The London Millennium Footbridge[J].The Structural Engineering,2001,79(22):17-35.
  • 5Bachmann H.Vibration upgrading of gymnasia,dance halls and footbridges[J].Structural Engineering International,1992,(2):118-124.
  • 6Bachmann H.Case studies of structures with man-induced vibrations[J].ASCE Journal of Structural Engineering,1992,(118):631-647.
  • 7Pimentel R L,Waldron P.Guidelines for the vibration serviceability limit state of pedestrian bridges[A].International Seminar on Structural Assessment-The Role of Large and Full Scale Testing[C].London:[s.n.],1996.339-346.
  • 8British Standard 5400,British Standards Institution(1978).Steel,concrete and composite bridges:Specification for loads[S].
  • 9Fujino Y,Packeco B M,Nakamura S I,et al.Synchronization of human walking observed during lateral vibration of a congested pedestrian bridge[J].Earthquake Engineering and Structural Dynamics,1993,22:741-758.
  • 10中华人民共和国船舶检验局.船舶有害振动的预防[M].北京:人民交通出版社,1986..

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