TLD를 이용한 초고층건축물의 풍진동제어

Mitigation of Wind-induced Motion of Tall Buildings Using TLD

  • 김홍진 (경북대학교 건축토목공학부 건축공학) ;
  • 조지성 (포스코건설 기술연구소) ;
  • 김대근 (포스코건설 송도사업본부) ;
  • 이광재 (포스코건설 송도사업본부)
  • 발행 : 2008.09.30

초록

키워드

참고문헌

  1. 김상대, 박용현, 김재건 (2007), "초고층 주거건물의 진동제어를 위한 동조액체감쇠기 (TLD)", 대한건축학회지, Vol. 51, No.9, pp.84-88
  2. 주영규 (2002), "벽면 요철을 고려한 동조액체 댐퍼의 고유진동 수 및 감쇠계수의 실험적 평가" 대한건축학회논문집, 18권 2호, pp.35-43
  3. Den Hartog, J. P. (1956) , Mechanical Vibrations, 4th ed., McGraw-Hill, New York
  4. Fortner, B. (2001), "Water tanks damp motion in Vancouver high rise", Civil Engineering, June, p.18
  5. Graham, E. W. and Rodriquez, A. M. (1952) , "The characteristics of fuel motion which affect airplane dynamics", Journal of Applied Mechanics, Vol. 19, No.3, pp. 381-388
  6. Sakai, F., Takaeda S., and Tamaki T. (1989), "Tuned Liquid Column Damper New Type Device for Suppression of B베이ng Vibrations", Proc. lnt Conf. on High Rise Building, Nanjing, China, pp.25-27
  7. Soong, T. T. and Dargush, G. F. (1997) , Passive Energy Dissipation Systems in Structural Engi neering, New York, John Wiley & Sons
  8. Tait, M. J. El Damatty, A. A., and lsyumov, N. (2004) , "Testing of tuned liquid damper with screens and development of equivalent TMD model", Wind and Structures, Vol. 7, No.4, pp.215-234 https://doi.org/10.12989/was.2004.7.4.215
  9. Wright, G. (2002), "Steadying Influence - Damper systems save millions in cost, while reducing lateral movement in tall buildings", Building Design & Construction, Nov.