DOI QR코드

DOI QR Code

Numerical and experimental investigation of control performance of active mass damper system to high-rise building in use

  • Park, S.J. (R&D Technique Institute, Lotte Engineering and Construction Co. Ltd.) ;
  • Lee, J. (R&D Technique Institute, Lotte Engineering and Construction Co. Ltd.) ;
  • Jung, H.J. (Department of Civil and Environmental Engineering, KAIST) ;
  • Jang, D.D. (Department of Civil and Environmental Engineering, KAIST) ;
  • Kim, S.D. (Department of Civil, Environmental and Architectural Engineering, Korea Univ.)
  • Received : 2008.10.16
  • Accepted : 2009.04.10
  • Published : 2009.07.25

Abstract

This paper numerically and experimentally investigates the control performance of the active mass damper (AMD) systems in a 26-story high-rise building in use. This is the first full-scale application of the AMD system for suppressing the wind-induced vibration of a building structure in Korea. In addition, the AMD system was installed on top of the building already in use, which may be the world's first implementation case. In order to simultaneously mitigate the transverse-torsional coupled vibration of the building, two AMD systems were applied. Moreover, the H-infinity control algorithm has been developed to utilize the maximum capacity of the AMD system. From the results of numerical simulation using the wind load obtained from the wind tunnel tests, it was found that the maximum acceleration responses of the building were reduced significantly. Moreover, the control performance of the installed AMD system was examined by carrying out the free and forced vibration tests. The acceleration responses on top of the building in the controlled case measured under strong wind loads were compared with those in the uncontrolled case numerically simulated by using the wind load deduced from the measured data and a structural model of the building. It is demonstrated that the AMD system shows good control performance in reducing the building accelerations.

Keywords

References

  1. Architectural Institute of Japan (AIJ) (2004), Guidelines for the Evaluation of Habitability to Building Vibration (in Japanese).
  2. Daewoo Institute of Construction Technology (2006), "Measurement of Structural Responses of L Hotel under Wind Load", Technical report (in Korean).
  3. Datta, T.K. (2003), "A state-of-the-art review on active control of structures", ISET Journal of Earthquake Technology, 40(1), 1-17.
  4. Fujinami, T., Saito, Y., Morishita, M., Koike, Y. and Tanida, K. (2001), "A hybrid mass damper system controlled by H-inf control theory for reducing bending-torsion vibration of an actual building", Earthq. Eng. Struct. D., 30(11), 1639-1653. https://doi.org/10.1002/eqe.85
  5. Ikeda, Y. (2004), "Active and semi-active control of buildings in Japan", Special issue on "Some recent earthquake engineering research and practice in Japan", Journal of the Japan Association for Earthquake Engineering, 4(3), 278-282 (CD-ROM). https://doi.org/10.5610/jaee.4.3_278
  6. Kobori, T. (1998), "Mission and perspective towards future structural control research", Proc. of the 2nd World Conf. on Structural Control, 25-34.
  7. Kobori, T., Koshika, N., Yamada, K. and Ikeda, Y. (1991), "Seismic-response-controlled structure with active mass driver system. Part 1: Design", Earthq. Eng. Struct. D., 20(1), 133-149. https://doi.org/10.1002/eqe.4290200204
  8. Kobori, T., Koshika, N., Yamada, K. and Ikeda, Y. (1991), "Seismic-response-controlled structure with active mass driver system. Part 2: Verification", Earthq. Eng. Struct. D., 20(1), 151-166. https://doi.org/10.1002/eqe.4290200205
  9. Nagashima, I., Maseki, R., Asami, Y., Hirai, J. and Abiru, H. (2001), "Performance of hybrid mass damper system applied to a 36-storey high-rise building", Earthq. Eng. Struct. D., 30(11), 1615-1637. https://doi.org/10.1002/eqe.84
  10. Nasu, T., Kobori, T., Takahashi, M., Niwa, N. and Ogasawara, K. (2001), "Active variable stiffness system with non-resonant control", Earthq. Eng. Struct. D., 30(11), 1597-1614. https://doi.org/10.1002/eqe.83
  11. Nishitani, A. and Inoue, Y. (2001), "Overview of the application of active/semiactive control of building structures in Japan", Earthq. Eng. Struct. D., 30(11), 1565-1574. https://doi.org/10.1002/eqe.81
  12. Sakamoto, M. and Kobori, T. (1996), "Applications of structural response control (reviews from the past and issues toward the future)", Proc. of the 2nd Int. Workshop on Structural Control, 470-481.
  13. Saito, T., Shiba, K. and Tamura, K. (2001), "Vibration control characteristics of a hybrid mass damper system installed in tall buildings", Earthq. Eng. Struct. D., 30(11), 1677-1696. https://doi.org/10.1002/eqe.87
  14. TE Solution (2007), "Wind tunnel test on L-building", Technical report (in Korean).
  15. Watakabe, M., Tohdo, M., Chiba, O., Izumi, N., Ebisawa, H. and Fujita, T. (2001), "Response control performance of a hybrid mass damper applied to a tall building", Earthq. Eng. Struct. D., 30(11), 1655-1676. https://doi.org/10.1002/eqe.86

Cited by

  1. Dynamics and Control of High-Rise Buildings under Multidirectional Wind Loads vol.2011, 2011, https://doi.org/10.1155/2011/549621
  2. A GBMO-based PI λ D μ controller for vibration mitigation of seismic-excited structures vol.87, 2018, https://doi.org/10.1016/j.autcon.2017.12.005
  3. Seismic control response of structures using an ATMD with fuzzy logic controller and PSO method vol.51, pp.4, 2014, https://doi.org/10.12989/sem.2014.51.4.547
  4. Seismic Control of High-Rise Buildings Equipped with ATMD Including Soil-Structure Interaction Effects vol.12, pp.03, 2018, https://doi.org/10.1142/S1793431118500100
  5. A Review on Adaptive Methods for Structural Control vol.10, pp.None, 2016, https://doi.org/10.2174/1874149501610010653
  6. A control scheme for AMD in the presence of time-delays and SSI effects for tall buildings vol.79, pp.2, 2009, https://doi.org/10.12989/sem.2021.79.2.267