DOI QR코드

DOI QR Code

Seismic Performance Evaluation of Special Reinforced Concrete Moment Resisting Frames With Hybrid Slit-Friction Damper

복합 슬릿-마찰 감쇠장치가 적용된 철근 콘크리트 특수 모멘트 저항골조의 내진성능 평가

  • Lee, Joon-Ho (Metro Total Construction) ;
  • Kim, Gee-Cheol (Dept. of Architecture Engineering, Seoil University) ;
  • Kim, Jin-Koo (Architectural and Civil Engineering Department, Sungkyunkwan University)
  • 이준호 (메트로티엔씨(주) 내진기술연구소) ;
  • 김기철 (서일대학교 건축공학과) ;
  • 김진구 (성균관대학교 건설환경공학부)
  • Received : 2017.08.28
  • Accepted : 2017.10.23
  • Published : 2017.12.15

Abstract

This study develops a new hybrid passive energy dissipation device for seismic rehabilitation of an existing structure. The device is composed of a friction damper combined with a steel plate with vertical slits as a hysteretic damper. Analytical model is developed for the device, and the capacity of the hybrid device to satisfy a given target performance is determined based on the ASCE/SEI 7-10 process. The effect of the device is verified by nonlinear dynamic analyses using seven earthquake records. The analysis results show that the dissipated inelastic energy is concentrated on the hybrid damper and the maximum interstory drift of the SMRF with damping system satisfies the requirement of the current code.

Keywords

References

  1. Cheon YS, Park JY, Choi KR. Development of Apartment Building with Damping Systems to Increse the Seismic Performance (1). Land & Housing Institute. 2012 Dec.
  2. Kim DH, Ju YK, Kim MH, Sung WG, Kim SD. Experimental study on the vibration control capacity of hybrid bucklingrestrained braces. Journal of KSSC. 2009 Feb;21(1): 83-91.
  3. Kim DH, Kim JY, Kim DY, Ha IH, Ann TS, Kim HG, Kim SD. Experimental study on hybrid damper using a high-damping rubber and a steel pin. Proceeding of Annual Conference of the AIK. 2010 Sep. 9-10
  4. Smith R. J., Willford, M. R. The damped outrigger concept for tall buildings. The Structural Design of Tall and Special Buildings. 2007 Dec;16(4):501-17. https://doi.org/10.1002/tal.413
  5. American Society of Civil Engineers. Minimum Design Loads for Buildings and Other Structures(ASCE/SEI 7-10): Reston; c2010.
  6. Ricky W.K.,Chan, Faris. A. Experimental study of slit damper for passive energy dissipation. Engineering Structures. 2008 Apr;30(4):1058-66. https://doi.org/10.1016/j.engstruct.2007.07.005
  7. Suresh G., Andy R. Planar sliding with dry friction Part 2. Dynamics of motion. WEAR. 1991 Mar;20(2):331-52.
  8. Computer and Structures, Inc. PERFORM User Guide ver 4, CSI: Berkeley, CA. ; 2006.
  9. Damptech Friction Dampers-Capacities and Dimensions[Internet]. Denmark Available from: http://www.damptech.com/downloads.html.
  10. Kim TW, Kim JK. Seismic Performance Evaluation of a RC Special Moment Frame. Structural Engineering and Mechanics. 2007; 27(6):674-82.
  11. ACI Commitee 318. Building Code Requirements for Structural Concrete and Commentary (ACI 318-11): American Concrete Institute; c2011.
  12. ASCE/SEI 41-06 Seismic Rehabilitation of ExistingBuildings, RestonVirginia: American Society of Civil Engineers; c2007.
  13. PEER Strong Motion Database[Internet]. 2005; Berkeley, California Available from: http://peer.berkeley.edu/NGA.