Structural Engineering and Mechanics

  • 제43권5호
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  • Pages.607-621
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  • 2012
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

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

  • Lu, Xilin (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) ;
  • Ding, Kun (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) ;
  • Shi, Weixing (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) ;
  • Weng, Dagen (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University)
  • 투고 : 2011.11.21
  • 심사 : 2012.08.09
  • 발행 : 2012.09.10
⟨ 이전 논문 다음 논문 ⟩

초록

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%.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China

참고문헌

  1. Allen, D.E. and Rainer, J.H. (1976), "Vibration criteria for long-span floors", Can. J. Civ. Eng., 3(2), 165-173. https://doi.org/10.1139/l76-017
  2. Andriacchi, T.P., Ogle, J.A. and Galante, J.O. (1977), "Walking speed as a basis for normal and abnormal gait measurements", J. Biomech., 10(4), 261-268. https://doi.org/10.1016/0021-9290(77)90049-5
  3. Bachmann, H. (1992), "Case studies of structures with man-induced vibrations", J. Struct. Eng., 118(3), 631-647. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:3(631)
  4. Bachmann, H. et al. (1995), Vibration Problems in Structures: Practical Guidelines, Birkhauser Verlag, Basel.
  5. da Silva, J.G.S., Vellasco, P.C.G. da S., de Andrade, S.A.L., de Lima, L.R.O. and Figueiredo, F.P. (2007), "Vibration analysis of footbridges due to vertical human loads", Comput. Struct., 85(21-22), 1693-1703. https://doi.org/10.1016/j.compstruc.2007.02.012
  6. Ebrahimpour, A. and Sack, R.L. (2005), "A review of vibration serviceability criteria for floor structures", Comput. Struct., 83(28-30), 2488-2494. https://doi.org/10.1016/j.compstruc.2005.03.023
  7. Ebrahimpour, A., Hamam, A., Sack, R.L. and Patten, W.N. (1996), "Measuring and modeling dynamic loads imposed by moving crowds", J. Struct. Eng., 122(12), 1468-1474. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:12(1468)
  8. Ellingwood, B. and Tallin, A. (1984), "Structural serviceability: floor vibrations", J. Struct. Eng., 110(2), 401-418. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:2(401)
  9. Figueiredo, F.P., da Silva, J.G.S., de Lima, L.R.O., Vellasco, P.C.G. da S. and de Andrade, S.A.L. (2008), "A parametric study of composite footbridges under pedestrian walking loads", Eng. Struct., 30(3), 605-615. https://doi.org/10.1016/j.engstruct.2007.04.021
  10. ISO 2631-2 (1989), "Evaluation of human exposure to whole-body vibration - Part 2: Continuous and shockinduced vibrations in buildings (1 Hz to 80 Hz)", International Organization for Standardization, Geneva.
  11. Kerr, S.C. and Bishop, N.W.M. (2001), "Human induced loading on flexible staircases", Eng. Struct., 23(1), 37-45. https://doi.org/10.1016/S0141-0296(00)00020-1
  12. Matsumoto, Y., Sato, S., Nishioka, T. and Shiojiri, H. (1972), "A study on design of pedestrian over-bridges", Trans. JSCE, 4, 50-51.
  13. Mouring, S.E. and Ellingwood, B.R. (1994), "Guidelines to minimize floor vibrations from building occupants", J. Struct. Eng., 120(2), 507-526. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:2(507)
  14. Murray, T.M. (1979), "Acceptability criterion for occupant-induced floor vibrations", J. Sound Vib., 13(11), 24-30.
  15. Murray, T.M., Allen, D.E. and Ungar, E.E. (2003), Steel design guide series 11: Floor vibrations due to human activity, AISC/CISC, Chicago, Illinois, USA.
  16. Occhiuzzi, A., Spizzuoco, M. and Ricciardelli, F. (2008), "Loading models and response control of footbridges excited by running pedestrians", Struct. Control Health Monit., 15(3), 349-368. https://doi.org/10.1002/stc.248
  17. Pozos-Estrada, A., Hong, H.P. and Galsworthy, J.K. (2011), "Reliability of structures with tuned mass dampers under wind-induced motion: a serviceability consideration", Wind Struct., 14(2), 113-131. https://doi.org/10.12989/was.2011.14.2.113
  18. Rainer, J.H., Pernica, G. and Allen, D.E. (1988), "Dynamic loading and response of footbridges", Can. J. Civ. Eng., 15(1), 66-71. https://doi.org/10.1139/l88-007
  19. Setareh, M. and Hanson, R.D. (1992), "Tuned mass dampers for balcony vibration control", J. Struct. Eng., 118(3), 723-740. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:3(723)
  20. Thornton, C.H., Cuoco, D.A. and Velivasakis, E.E. (1990), "Taming structural vibrations", Civ. Eng., 60(11), 57-59.
  21. Webster, A.C. and Vaicaitis, R. (1992), "Application of tuned mass dampers to control vibrations of composite floor systems", AISC Eng. J., 29(3), 116-124.
  22. Wheeler, J.E. (1982), "Prediction and control of pedestrian-induced vibration in footbridges", J. Struct. Div., 108(9), 2045-2065.
  23. Xu, L. and Tangorra, F.M. (2007), "Experimental investigation of lightweight residential floors supported by cold-formed steel C-shape joists", J. Constr. Steel Res., 63(3), 422-435. https://doi.org/10.1016/j.jcsr.2006.05.010
  24. Zivanovi , S., Pavic, A. and Reynolds, P. (2005), "Vibration serviceability of footbridges under human-induced excitation: a literature review", J. Sound Vib., 279(1-2), 1-74. https://doi.org/10.1016/j.jsv.2004.01.019

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