Journal of Korean Association for Spatial Structures (한국공간구조학회논문집)

Korean Association for Spatial Structures (한국공간구조학회)
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Evaluation on the Structural Performance of Hybrid Damper Using High-damping Rubber and Steel

고감쇠고무와 강재를 이용한 복합제진댐퍼의 구조성능평가

  • Kim, Ji-Young (Technology Development Team. Daewoo Institute of Construction Technology, Daewoo E&C) ;
  • Jung, In-Yong (Seismic Isolation & Vibration Control Business Team, DRB Holding Co., Ltd.) ;
  • Kim, Hyung-Geun (Urban Research Institute Seoul Housing & Communities Corporation) ;
  • Kim, Do-Hyun (Dept. of Architecture & Interior Design Gyeonggi College of Science and Technology)
  • 김지영 ((주)대우건설 기술개발팀) ;
  • 정인용 (DRB동일 면진제진사업팀) ;
  • 김형근 (서울주택도시공사 도시연구원) ;
  • 김도현 (경기과학기술대학교 건축인테리어과)
  • Received : 2016.08.31
  • Accepted : 2016.09.12
  • Published : 2016.09.15
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Abstract

The proposed hybrid damper installs at a coupling beam and consists of a high-damping rubber (HDR) and steel pin. The proposed hybrid damper adopted a pin-lock system acts as a viscoelastic damper under wind load (small displacement) while it behaves as a hysteretic damper under earthquake load (large displacement). In this paper, the pin-lock mechanism and structural performance of the proposed hybrid damper is evaluated through experiment. Experiments were carried out with the variables which displacement, loading frequency and steel pin quantities were used. Test results showed that the pin-lock mechanism and the performance of the hybrid damper under a large displacement were verified. Also equivalent damping ratios of HDR were increasing at a small displacement as displacement amplitudes were increasing. However HDR did not depend on frequency.

Keywords

References

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Cited by

  1. Experimental Evaluation of the Seismic Performance for Lintel Beam Type Steel Damper vol.17, pp.4, 2017, https://doi.org/10.9712/KASS.2017.17.4.077
  2. Seismic Performance Test of a Steel Frame with Multi-action Hybrid Dampers vol.23, pp.1, 2019, https://doi.org/10.5000/EESK.2019.23.1.001