Recently, the concept of damped outrigger system has been proposed for tall buildings. But, structural characteristics and design method of this system were not sufficiently investigated to date. In this study, the dynamic response control performance of outrigger damper has been analyzed. To this end, a simplified analysis model with outrigger damper system has been developed. Use the El Centro seismic(1940, NS) analysis was performed. Analysis results, on the top floor displacement response to the earthquake response, did not have a big effect. However, acceleration response control effect was found to be excellent. The increase of outrigger damper capacity usually results in the improved control performance. However, it is necessary to select that proper stiffness and damping values of the outrigger damper system because, the outrigger damper having large capacity is result in heavy financial burden.

• 윤성욱(영남대학교 대학원 건축학과) | Yoon, Sung-Wook
• 이령경(영남대학교 대학원 건축학과) | Lee, Lyeong-Kyeong
• 김광일(영남대학교 대학원 건축학과) | Kim, Kwang-Il
• 김현수(선문대학교 건축사회환경학부) | Kim, Hyun-Su
• 강주원(영남대학교 건축학과) | Kang, Joo-Won 교신저자