This study examines the seismic vulnerability of non-structural components in high-rise buildings by proposing a normalized floor response spectrum (FRS) suitable for practical application. A Bayesian-mode-based method (BMBM) is used to develop the FRS, incorporating both modal amplification effects and the probabilistic variability observed across different building heights and story levels. The resulting spectrum is methodically compared with existing code-based and empirical methods to assess its consistency, conservatism, and relevance to engineering practices. The findings demonstrate that the proposed FRS provides a realistic yet reliable upper-bound estimate of floor accelerations, particularly in the upper stories where modal interactions are significant. This research offers a robust and practical framework for enhancing the seismic design of nonstructural components in vertical structures.

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1. 서 론
2. 선행연구 및 관련기준 분석
    2.1 현행 등가정적 설계법
    2.2 관련 선행연구 고찰
3. Bayesian Modal Blend Method (BMBM) 기반설계용 층응답스펙트럼 생성 기법 개발
4. 높이별 중･고층 건물에 대한 BMBM 기법 적용
    4.1 구조물 모델링 개요
    4.2 BMBM 기반 층응답스펙트럼 생성
    4.3 층응답스펙트럼 생성 결과
5. 결 론
/ 감사의 글 /
/ REFERENCES /

• 안채연(서울대학교 건축학과 석사과정) | Ahn Chae Yun (Master’s Degree, Department of Architecture and Architectural Engineering, Seoul National University)
• 강현구(서울대학교 건축학과 교수) | Kang, Thomas H.-K. (Professor, Department of Architecture and Architectural Engineering, Seoul National University) Corresponding author
• 김성용(국립창원대학교 건축공학과 부교수) | Kim Sung Yong (Associate Professor, Department of Architectural Engineering, Changwon National University)