In recent years, an outrigger damper system has been proposed to reduce dynamic responses of tall buildings. However, a study on outrigger damper system is still in its early stages. In this study, time history analysis was performed to investigate the dynamic response control performance of outrigger damper. To do this, a actual scale 3-dimensional tall building model with outrigger damper system has been developed. El Centro earthquake was applied as an earthquake excitation. The control performance of the outrigger damper system was evaluated by varying stiffness and damping values. Analysis results, on the top floor displacement response to the earthquake load, was greatly effected by damping value. And acceleration response greatly was effected by stiffness value of damper system. Therefore, it is necessary to select that proper stiffness and damping values of the outrigger damper system.

1. 서론
 2. 해석 모델
  2.1 해석모델 개요
  2.2 해석 모델링 및 분석방법
 3. 해석 결과 및 분석
  3.1 기본모델 동적응답
  3.2 감쇠값에 따른 최상층 동적응답
  3.3 강성값에 따른 최상층 동적응답
 4. 결론
 감사의 글
 References

• 이령경(영남대학교 건축학부 대학원 석사과정) | Lee Lyeong-Kyeong
• 김수진(영남대학교 건축학부 대학원 석사과정) | Kim Su-Jin
• 이영락(영남대학교 건축학부 대학원, 박사과정) | Lee Young-Rak
• 김현수(선문대학교 건축사회환경학부) | Kim Hyun-Su
• 강주원(영남대학교 건축학부) | Kang Joo-Won 교신저자