논문 상세보기
The connection of the steel structure serves to transmit external forces to the main components. The same is true for the behavior of modular systems composed mainly of steel or composite members. In this study, the joint performance of the composite and steel modules proposed was evaluated. The analytical models of the two joint types were constructed and were subjected to cyclic loading to assess the safety and the energy dissipation capacity of the joint types. The analysis results of the joints showed that the joints of the modular systems remain stable when the joint rotation reached the seismic performance limit state of the 0.02 rad required for steel intermediate moment frame. It was also observed that the joint of the composite modular system showed higher energy dissipation capacity compared with the steel modular system.
1. 서 론
2. 합성 모듈러의 모듈 간 접합부
2.1 모듈러 형태 및 특징
2.2 재료 강도 정의
2.3 해석 모델 정의
3. 모듈 간 접합부 설계
3.1 외력에 의한 부재력 산정
3.2 볼트의 접합강도 산정
3.3 연결 강판의 두께 검토
4. 접합부 해석 결과
4.1 해석 결과
4.2 부재의 합성 효과 판별
4.3 보의 휨강도 산정 및 검증
5. 결 론
REFERENCES
