인문학
사회과학
자연과학
공학
의약학
농수해양학
예술체육학
복합학
DBpia AI
AI 에이전트
AI 아이디어
AI 리더
AI 뷰어
Citeasy
크롬 서지관리 다운로드
지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
초록·키워드
Concrete coupled wall is one of the outstanding seismic resisting systems for mid to high-rise building structures located in a high seismic region. In this system, the link beam provides coupling action between the beam and the adjacent wall panel, which significantly increases the wall system's lateral stiffness and eventually reduce the footprint for the seismic resisting system. However, once the link beam is damaged due to a severe earthquake, it is difficult, costly, and time-consuming to be repaired, which results in business disruption and the increased building life cycle cost. To deal with these issues, the Resilient Slip Friction Joint (RSFJ) has recently been introduced and employed in the New Zealand construction industry. This novel technology does not only aim to provide “life safety” but also “immediate occupancy” criteria. The flag-shaped hysteresis of the RSFJs provides the required seismic performance, including a self-centring behaviour. This paper addresses the enhanced seismic performance of the structures using this system. An eight-storey reinforced concrete building is designed using the conventional forced-based design method, and its seismic performance is evaluated by non-linear static pushover and nonlinear dynamic time-history simulations. The results showed that this system can provide a high level of structural ductility while providing fully self-centring behaviour.
인공지능 문자 인식 모델을 통해 추출된 텍스트로, 일부 오타나 오류가 포함될 수 있으나 지속적으로 개선 중입니다.
오류를 발견하셨다면 해당 부분을 드래그한 후 ' 를 통해 신고해주세요.
오류를 발견하셨다면 해당 부분을 드래그한 후 ' 를 통해 신고해주세요.
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