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2003 | Vol. 8, no 1 | 117-123
Tytuł artykułu

Vibration control of a building with ATMD under eartquake excitation

Autorzy
Wybrane pełne teksty z tego czasopisma
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In this paper, the application of an active tuned mass damper (ATMD) is studied for controlling the earthquake induced vibration of buildings using a sliding mode control (SMC). Since the structural system may have uncertainties and/or parameter changes, the sliding mode control has been preferred because of its robust character. Additionally, this control method can easily be applied to non-linear systems. The time history of the base and top floor displacements, control force input and frequency responses of both the uncontrolled and sliding mode of a realistic 9-storey building model controlled by the ATMD are presented at the end of the study. The earthquake ground motion used is obtained using the seismic data of the Marmara Earthquake (Mw = 7.4) in Turkey in August 17th, 1999.
Wydawca

Rocznik
Strony
117-123
Opis fizyczny
Bibliogr. 9 poz., wykr.
Twórcy
autor
  • Istanbul University, Faculty of Engineering Department of Mechanical Engineering 34850 Avcilar, Istanbul, TURKEY, nurkany@istanbul.edu.tr
Bibliografia
  • [1] Adhikari R. and Yamaguchi H. (1997): Sliding mode control of buildings with ATMD. - Earthquake Engineering and Structural Dynamics, vol.26, pp.409-422.
  • [2] Fukushima I., Kobori T., Sakamoto M., Koshika N., Nishimura I. and Sasaki K. (1996): Vibration control of a tall building using active-passive composite tuned mass damper. - Proceedings of the 1996 Third International Conference on Motion and Vibration Control, Chiba, September 1-6, pp.1-6.
  • [3] Lin B.C., Tadjbakhsh I.G., Papageorgiou A.S. and Ahmadi G. (1990): Performance of earthquake isolation systems. - Journal of Engineering Mechanics, vol.l 16, No.2, pp.446-461.
  • [4] Nishimura H., Ohkubo Y. and Nonami K. (1996): Active isolation control for multi-degree-of-freedom structural system. - Proceedings of the 1996 Third International Conference on Motion and Vibration Control, Chiba, September 1-6, pp.82-87.
  • [5] Singh M.P., Matheu E.E. and Suarez L.E. (1997): Active and semi-active control of structure s under seismic excitation. - Earthquake Engineering and Structural Dynamics, vol.26, pp. 193-213.
  • [6] Sinha S.C. and Li G. (1994): Optimal design of base-isolated structures with dynamie absorbers. - Journal of Engineering Mechanics, vol.l20, No.2, pp.221-231.
  • [7] U.S. Geological Survey (1999): Implications for earthquake risk reduction in the United States from the Kocaeli, Turkey, Earthquake of August 17, 1999. - U.S. Geological Survey Circular 1193, pp.21-30.
  • [8] Watanabe T., Yoshida K. and Fukunishi Y. (1999): Simultaneous control ofvertical and horizontal vibrations of base- isolated buildings using bidirectional active dynamic vibration absorber. - Proceedings of the 1999 ASME Design Engineering Technical Conferences, Las Vegas, Nevada, September 12-15, pp.1-6.
  • [9] Yang J.N., Li Z., Wu J.C. and Young K.D. (1993): A discontinuous control method for civil engineering structures. - Proceedings of the 1993 9th VPI&SU Symposium on Dynamics and Control of Large Structures, Blacksburg, VA, September 18-21, pp. 167-180.
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.baztech-article-BPZ2-0003-0010
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