In this study, static and dynamic analyses were conducted on three atypical building models to evaluate the displacement response reduction performance based on the outrigger system installation location in a atypical building that incorporated both tapered and twisted shapes. Three 60-story models were developed with a fixed 3-degree taper and twist angles of 1, 2, and 3 degrees per story. Outrigger systems were installed at 10-story intervals and additionally between the 20th and 40th floor at 1-story intervals. The results indicated that, although there were variations depending on the seismic loads, the displacement response reduction performance was generally most effective when the outriggers were installed in the upper stories (41st to 60th floors) of the analytical models.

Abstract
1. 서론
2. 해석모델
    2.1 해석모델의 개요
    2.2 설계변수의 설정
    2.3 메가컬럼 및 아웃리거 구조 시스템
    2.4 해석방법
3. 해석결과
    3.1 고유치해석
    3.2 등가정적해석
    3.3 시간이력해석
5. 결론
감사의 글
References

• 최형근(영남대학교 일반대학원 건축학과, 석사과정) | Choi Hyeong-Geun (Dept. of Architecture, Yeungnam University)
• 김현수(선문대학교 건축학부 교수, 공학박사) | Kim Hyun-Su (Division of Architecture, Sunmoon University)
• 강주원(영남대학교 공과대학 건축학부 교수, 공학박사) | Kang Joo-Won (School of Architecture, Yeungnam University) Corresponding author