패널존 강도 및 브라켓 형상을 고려한 모듈러 시스템 보-기둥 접합부 유한요소해석

다국어 초록 (Multilingual Abstract)

Interest in modular buildings has surged recently, leading to their construction at increasing heights. However, seismic performance evaluations for modular connections remain insufficient. Based on Jang's (2019) experimental research, this study validates an analytical model and conducts parametric analyses on the shear strength ratio between the panel zone and beam, and the width-to-thickness ratio of the bracket. When the panel zone-to-beam shear strength ratio was 1.5 or higher, plastic hinge formation shifted from the panel zone to the beam. Consequently, a shear strength ratio between 1.5 and 2.0 is recommended. Analysis of the bracket’s width-to-thickness ratio revealed local buckling in models with non-compact sections, suggesting that brackets in modular connections be designed with compact sections or greater to enhance structural performance.

목차 (Table of Contents)

• Abstract
• 1. 서론
• 1.1 연구배경 및 목적
• 2. 선행 실험연구 요약
• 3. 해석 연구
• 3.1 개요
• 3.2 유효성 검증
• 4. 변수 해석
• 4.1 패널존/보 전단강도 비 변수해석
• 4.2 패널존/보 전단강도 비 변수해석 결과
• 4.3 브라켓 판폭두께비 변수 해석
• 4.4 브라켓 판폭두께비 변수 해석 결과
• 5. 결론
• REFERENCES