Structural Performance Evaluations of Steel Hysteretic Damper in Series for High-Rise Shear Wall System

고층 전단벽시스템 적용을 위한 직렬 연결형 강재이력댐퍼의 구조성능평가

  • 오상훈 (부산대학교 건축공학과) ;
  • 최광용 (부산대학교 건축공학과) ;
  • 유홍식 (포항산업과학연구원 강주조연구소)
  • Received : 2012.04.15
  • Accepted : 2012.08.06
  • Published : 2012.08.27


Existing shear wall system may cause ductility fallen to the structure which it is on because relatively weak concrete core would easy to be damaged. In this study, steel hysteresis dampers whose stiffness is higher than existing coupling beam and whose strength is easy to change depending on design load was used in coupling beam. The steel hysteresis damper was proposed for the shape connected in double in series, from this, several static test were conducted to verify structural performance of the damper. FEM analysis was also performed, then design equation were suggested.


shear wall system;coupling beam;steel hysteretic damper;initial stiffness;cumulative plastic deformation


Supported by : 부산대학교


  1. 권순일, 오상훈, 이상호(2010) 면진시스템용 U형 강재댐퍼의 형상 개발에 대한 해석적 연구, 한국강구조학회논문집, 한국강구조학회, 제22권, 제104호, pp.43-53.
  2. 윤명호, 위지은, 이명호, 오상훈, 문태섭, 리브로 보강한 전단 항복형 강판벽의 거동, 한국강구조학회논문집, 한국강구조학회, 제13권, 제5호, pp.503-511.
  3. 안상태, 김영주, 박진화, 김형근, 장동운, 오상훈(2012) 건물의 내진보강을 위한 캔틸레버타입 강재댐퍼의 실험, 한국강구조학회논문집, 한국강구조학회, 제24권, 제117호, pp.149-161.
  4. 오상훈, 유홍식, 문태섭(2005) 탄소성 이력댐퍼가 부착된 브레이스의 거동에 관한 실험적 연구, 한국강구조학회논문집, 한국강구조학회, 제17권, 제78호, pp.617-625
  5. 오상훈, 최광용, 백영수(2010) 이력댐퍼형신형상커플링보, 2011년 학술대회발표집, 한국강구조학회, pp.265-266.
  6. 吳相勳(1997) 柔剛混合形式接合部から成るエネルギ-分散 型多層骨組の耐震設計, 博士學位論文, 東京大學校.
  7. ACI Committee 318 (2005) Building Code Requirements for Structural Concrete(ACI318-05) and Commentary (ACI318R-05), American Concrete Institute, USA
  8. Akiyama Hiroshi(저), 오상훈(역) (2002) 에너지 평형법에 의한 건축물의 내진설계, 구미서관.
  9. ASCE (2002) Recommendations for Seismic Design of Hybrid Coupled Wall System, ASCE.
  10. Gong, B., Shahrooz, B.M., and Gillum A.J. (1995) Cyclic Response of Composite Coupling Beams, ACI Committee 335 Special Publication.
  11. Harries, K.A. (1995) Seismic Design and Retrofit of Couples Walls Using Structural Steel, Ph. D. Dissertation, Mcgill Univerity.
  12. Harris, K.A., Gong, G., and Shahrooz, B.M. (2000) Behavior and Design of Reinforced Concrete, Steel, and Steel-Concrete Coupling Beams, Earthquake Spectra, Vol. 16, No. 4, pp.775-800.
  13. Park, W.S. and Yun, H.D. (2006) The Bearing Strength of Steel Coupling Beam-Reinforced Concrete Shear Wall Connections, Nuclear Engineering and Design, No. 236, pp.77-93.
  14. Paulay, T.B. (1974) Diagonally Reinforced Coupling Beams of Shear Walls, ACI, Publication No. 42, Dertorit, Michigan, pp.579-589.
  15. Roeder, C.W. and Popov, E.O. (1978) Eccentrically Braced Steel Frames for Earthquake, Journal of Structure Division, ASCE Vol. 104, No. 3, pp.391-411.

Cited by

  1. Cyclic Test of Shear Wall Damping Systems vol.25, pp.1, 2013,
  2. Experimental Evaluation of the Seismic Performance for Lintel Beam Type Steel Damper vol.17, pp.4, 2017,
  3. Seismic Performance of Shear Dominant Hybrid Steel Link Beam with Circular Web Opening vol.30, pp.1, 2018,