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논문 기본 정보

자료유형
학술저널
저자정보
오상훈 (부산대) 김주찬 (부산대)
저널정보
대한건축학회 대한건축학회논문집 大韓建築學會論文集 第36卷 第12號(通卷 第386號)
발행연도
2020.12
수록면
225 - 232 (8page)

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초록· 키워드

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In this study, we proposed the horizontal story shear strength distribution of buildings considering the predominant period characteristics of seismic waves. The horizontal story shear strength distribution was calculated through trial-and-error method based on damage distribution. As the result of study, the damage distribution trend of analysis model according to the predominant period of seismic wave and the fundamental natural period of the building was that as the predominant period of seismic wave increased, the damage concentrated on the lower floors, and as the fundamental natural period of the building increased, the damage concentrated on the top floor. Based on these results, the horizontal shear strength of buildings in which the damage distribution is uniform according to the predominant period of seismic wave and the fundamental natural period of the building was calculated. The calculated horizontal shear strength coefficient distribution showed a tendency to increase the coefficient of top floor and the curvature of coefficient distribution as the predominant period of seismic wave decreased. The optimum yield shear force coefficient distribution formula was calculated by multiple regression analysis of the calculated horizontal shear strength distribution as dependent variables, the predominant period of seismic wave and the fundamental natural period of the building as independent variables. The Damage distribution of analysis models designed with the optimum yield shear force coefficient distribution formula was controlled by the horizontal shear strength corresponding to the predominant period of seismic wave.

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Abstract
1. 서론
2. 층전단력 분포에 관한 기준 및 연구
3. 기존의 항복전단력 계수분포
4. 항복전단력 분포에 따른 손상분포 평가
5. 최적항복전단력 산출
6. 최적항복전단력 산정식 산출
7. 최적항복전단력 계수분포 검증
8. 결론
REFERENCES

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