Journal of Korean Association for Spatial Structures (한국공간구조학회논문집)

Korean Association for Spatial Structures (한국공간구조학회)
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Control Performance Evaluation of Outrigger Damper System of Eccentrically Loaded High-Rise Building

편심하중을 가한 고층건물의 아웃리거 댐퍼 시스템 제어성능평가

  • Kim, Su-Jin (School of Architecture, Yeungnam University) ;
  • Kim, Su-Geun (School of Architecture, Yeungnam University) ;
  • Kang, Ho-Geun (Dept. of Architecture & Interior, University of Gyeongnam Geochang) ;
  • Kim, Hyun-Su (Div. of Architecture & Civil Engrg., Sunmoon Univ.) ;
  • Kang, Joo-Won (School of Architecture, Yeungnam University)
  • 김수진 (영남대학교 건축학부 대학원) ;
  • 김수근 (영남대학교 건축학부 대학원) ;
  • 강호근 (경남도립거창대학교 건축.인테리어과) ;
  • 김현수 (선문대학교 건축사회환경학부) ;
  • 강주원 (영남대학교 건축학부)
  • Received : 2017.01.23
  • Accepted : 2017.02.13
  • Published : 2017.06.15
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Abstract

The demand for skyscrapers is increasing worldwide. Until now, various lateral resistance structures have been used for lateral displacement control of high-rise buildings. An outrigger damper system has been introduced recently to improve lateral dynamic response control performance further. However, a study of outrigger damper system is yet to be sufficiently investigated. In this study, time history analysis was performed to investigate the control performance of an outrigger damper system of high-rise building under eccentric loading. To do this, an actual scale 3-dimensional tall building model with an outrigger damper system was prepared. The control performance of the outrigger damper system was evaluated by varying stiffness and damping values. On the top floor torsional angle response to the earthquake load, was greatly affected by damping value. And the displacement response was affected greatly by the stiffness value and damping value of damper system. In conclusion, it is necessary to select the proper damping and stiffness values of the outrigger damper system.

Keywords

References

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