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Evaluation of Vibration Control Performance of Outrigger Damper System for Tall Buildings Subjected to Wind Loads

아웃리거 댐퍼 시스템의 고층건물 풍응답 진동제어 성능 평가

  • 윤성욱 (영남대학교 대학원 건축학과) ;
  • 이령경 (영남대학교 대학원 건축학과) ;
  • 김광일 (영남대학교 대학원 건축학과) ;
  • 김현수 (선문대학교 건축사회환경학부) ;
  • 강주원 (영남대학교 건축학과)
  • Received : 2015.06.10
  • Accepted : 2015.08.04
  • Published : 2015.09.15

Abstract

Recently, the concept of damped outrigger system has been proposed for tall buildings. But, structural characteristics and design method of this system were not sufficiently investigated to date. In this study, the dynamic response control performance of outrigger damper has been analyzed. To this end, a simplified analysis model with outrigger damper system has been developed. An artificial wind of 1000 seconds with 0.1 second time steps was generated by using a Kaimal spectrum. Analysis results show that outrigger damper system is more effective up to 20-23% in the control of dynamic response compared to conventional outrigger system. The increase of outrigger damper capacity usually results in the improved control performance. However, it is necessary to select that proper stiffness and damping values of the outrigger damper system because, the outrigger damper having large capacity is result in heavy financial burden.

Keywords

References

  1. Kim, H. K., Tae, A. R., Kim, J. K., "Investigating the Optimum Outrigger System Location of Tall Building", Proceeding of Autumn Annual Conference of the Architectural Institute of Korea Structure & Construction, Vol.30, No.1, 2010.
  2. Kim, D. H., Chung, K. R., "Evolution of Tall Building Structural System", Journal of Architectural Institute of Korea, Vol.53, No.8, 2009.
  3. Raj Kiran Nanduri, P.M.B., Suresh, B. and Hussain, I., "Optimum position of outrigger system for high-rise reinforced concrete buildings under wind and earthquake loadings", American Journal of Engineering Research, Vol.2, No.8, 2013.
  4. Smith, R and Willford, M., "The damped outrigger concept for tall buildings", The Structural Design of Tall and Special Buildings, Vol. 16, 2007.
  5. Kim, D.Y., "Application of outrigger dampers to songdo NEATT", Spring Conference of The Korea Institute of Building Construction, Vol. 10, No. 1, 2010.
  6. Kim, B. J., Lee, S. H., Chung, L., "Design of Outrigger Damper System for Wind-Induced Vibration Control of Building Structures", Jpurnal of The Wind Engineering Institute of Korea, Vol.15, No.4, 2011.
  7. Chen, Y., McFarland, D.M., Wang, Z. Spencer Jr., B.F. and Bergman, L.A., "Analysis of tall buildings with damped outriggers", Journal of Structural Engineering, ASCE, Vol. 136, No. 11, 2010.
  8. Kim, H. K., Tae, A. R., Kim, J. K., "Investigating the Optimum Outrigger System Location of Tall Building", Proceeding of Architectural Institute of Korea, Vol.30, No.1, 2010