The 3T irregular shape structure is used for designing wind loads in high-rise buildings. Among them, the Tapered shape is a shape with a cross-section that changes throughout the entire floor. Recently, various advanced Tapered shapes have been applied, such as having a cross-section that varies only in part of the height or combining different shapes. In this study, an analysis model was selected by applying three types of Tapered part locations(Bottom, Middle, Top) and angles as design variables. Equivalent static seismic loads and historical earthquake records were applied to compare and analyze the seismic response of the Tapered models with regular-shaped models. As a result of the analysis, positioning the partial taper in the middle shows the lowest seismic response. Additionally, a larger taper angle decreased the story drift ratio, top-story displacement, shear wall shear force, and column bending moment, while increasing absolute acceleration and column axial force.

Abstract
1. 서론
2. 해석 모델
    2.1 변단면 위치에 따른 구조물 거동
    2.2 해석 모델의 개요
    2.3 해석방법
    2.3 고유치 해석
3. 정적해석 결과분석
    3.1 층간변형률
    3.2 최상층 변위
    3.3 전단벽 전단력
    3.4 기둥 축력 및 휨모멘트
4. 동적해석 결과분석
    4.1 층간변형률
    4.2 최상층 변위
    4.3 절대 가속도 응답
5. 결론
감사의 글
References

• 이재민(영남대학교 일반대학원 건축학과, 석사과정) | Lee Jae-Min (Dept. of Architecture, Yeungnam University)
• 김현수(선문대학교 건축학부 교수, 공학박사) | Kim Hyun-Su (Division of Architecture, Sunmoon University)
• 강주원(영남대학교 건축학부 교수, 공학박사) | Kang Joo-Won (School of Architecture, Yeungnam University) Corresponding author