Journal of the Korea Furniture Society (한국가구학회지)
- Volume 25 Issue 4
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- Pages.331-337
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- 2014
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- 1226-3109(pISSN)
Evaluation of Moment Resisting Post-Base Connection Using Multi-directional Connector
다방향 접합철물 삽입형 기둥-기초 접합부 모멘트 저항성능평가
- Kim, Keon-Ho (Department of Forest Products, Korea Forest Research Institute) ;
- Lee, Sang-Joon (Department of Forest Products, Korea Forest Research Institute)
- Received : 2014.09.12
- Accepted : 2014.10.07
- Published : 2014.10.25
Abstract
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 determined 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-directional type were caused by the split of pined hole and the shear failure of lifted part of post.