DOI QR코드

DOI QR Code

Natural Period and Damping Ratio of RC Buildings for Serviceability Design

내풍설계를 위한 RC 건축물의 고유주기 및 감쇠비 산정식

  • 구혜진 (경북대학교 건설환경에너지공학부 건축공학전공) ;
  • 김홍진 (경북대학교 건설환경에너지공학부 건축공학전공)
  • Received : 2014.10.20
  • Accepted : 2015.01.12
  • Published : 2015.02.28

Abstract

The natural period and damping ratio are most important factors when wind loads and responses are calculated. In this study, the design formulae for the natural period and damping ratio of RC building are proposed based on the measurement data. The ambient vibration of 36 RC buildings with height from 44.8m to 305m are measured and their dynamic properties are identified. Further, 22 building data are collected from previous researches. The proposed design formulae for the natural period and damping ratio are compared to various design formule and their applicability was investigated.

Keywords

Acknowledgement

Supported by : 경북대학교

References

  1. 강경수, 황재승, 김홍진, 풍하중 역추정을 통한 TMD 제어성 능분석, 한국풍공학회논문집, Vol.15 No.4, p.p.123-130, 2011
  2. 대한건축학회, 건축구조기준(KBC 2009) 및 해설, 2009
  3. 윤성원, 강풍 시 철근콘크리트조 아파트의 사용성 설계용 감쇠율, 대한건축학회, Vol.20 No.8, p.p.27-34, 2004
  4. 윤성원, 주영규, 철근콘크리트조 아파트의 사용성 설계용 고유 주기, 대한건축학회 구조계, Vol.19 No.6, p.p.3-10, 2003
  5. 정진희, 김홍진, 최선영, 풍하중을 받는 초고층 건축물의 상시 진동계측을 통한 감쇠비 계측값과 국내외 감쇠비 제안식 비교, 대한건축학회논문집, Vol.29 No.4, p.p.11-18, 2013. https://doi.org/10.5659/JAIK_SC.2013.29.4.11
  6. 정희경, 김홍진, 최선영, 장기계측에 기반한 초고층 RC 건축 물 감쇠비와 고유진동수의 응답의존성 분석, 대한건축학회논문집, 게재예정, 2015.
  7. 하영철, 길용식, 김동우, 고층건축물의 풍직각방향 변동풍력 평가를 위한 경험식 제안, 대한건축학회논문집, 제22권, 제2호, p.p. 83-90, 2006.
  8. American Society of Civil Engineers(ASCE), 7-10 Minimum Design Loads for Buildings and Other Strucutres, 2010.
  9. Eurocode 1, Actions on structures, Part 1-4, General actions, Wind action, 2005
  10. Haviland, R, A study of the uncertainties in the fundamental translational period and damping values for real buildings, MIT Research Report No. 5, Pub. No. R76-112, 1976.
  11. Jeary, A.P., "Damping in tall buildings-A mechanisom and a predictor", Earthquake Engineering & Structural Dynamics, Vol. 14, p.p.733-750, 1986. https://doi.org/10.1002/eqe.4290140505
  12. Largomarsino, S., Forecast model for damping and Vibration Periods of Buildings, Journal of Wind Engineering and Industrial Aerodynamics, 1998, p.p.221-239
  13. Peeters, B., De Roeck, G., "Reference-Based Stochastic Subspace Identification for Output-Only Modal Analysis", Mechanical Systems and Signal Processing, Vol.13, Issue.6, p.p.855-878, 1999. https://doi.org/10.1006/mssp.1999.1249
  14. Satake, N,. Suda, K., Arakawa, T, Sasaki, A., and Tamura, Y. "Damping Evaluation Using Full-Scale Data of Buildings in Japan", Journal of Structural Engineering, Vol. 129, p.p.470-477, 2003. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:4(470)