다방향 접합철물 삽입형 기둥-기초 접합부 모멘트 저항성능평가

• 영문명: Evaluation of Moment Resisting Post-Base Connection Using Multi-directional Connector
• 발행기관: 한국가구학회
• 저자명: 김건호(Keon-Ho Kim) 이상준(Sang-Joon Lee)
• 간행물 정보: 『한국가구학회지』제25권 제4호, 331~337쪽, 전체 7쪽
• 주제분류: 예술체육 > 미술
• 파일형태: PDF
• 발행일자: 2014.01.30

영문 초록

The purpose of this paper is to evaluate the moment resistance of glulam post-to-base connections by applying quasi-static cyclic loads. The connectors consisted of inserted plates and drifted pins according to the load direction. The connection types employed in this study were total three including two unidirectional types (H, V) and the multi-directional type (M). The moment resistance of 8 mm-plate M-type is compared to 6 mm plate. Total four types of Post-to-base connection are prepared and tested under pseudo-static reversed cyclic loading. Test results showed that the yield moment of multi-directional connection is about 2 times higher than that uni-directional connections. The ductility ratio of multi-directional connection de-termined by EEEP was higher that that of uni-directional connection. It was becoming higher as the thickness of plate is increased. The Finite Element Analysis was conducted to estimate the stress distribution behavior of tested connections. Results showed the failure of multi-direc-tional type were caused by the split of pined hole and the shear failure of lifted part of post.

목차

Ⅰ. 서론

Ⅱ. 재료 및 방법

Ⅲ. 결과 및 고찰

Ⅳ. 결론

참고문헌

키워드

moment resistance post base connection ductility ratio glulam finite analysis