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논문 기본 정보

자료유형
학술저널
저자정보
Yun-Chul Choi (Chungwoon University) Ji-Ho Moon (Kangwon National University) Eun-Jin Lee (Dongyang Engineering & Remodeling) Keum-Sung Park (Korea Institute of Civil Engineering & Building Technology) Kang Seok Lee (Chonnam National University)
저널정보
한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.11 No.2
발행연도
2017.6
수록면
185 - 197 (13page)

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초록· 키워드

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In this study, we propose a new equation that evaluates the shear strength of beam–column connections in reinforced concrete and steel beam (RCS) composite materials. This equation encompasses the effect of shear keys, extended face bearing plates (E-FBP), and transverse beams on connection shear strength, as well as the contribution of cover plates. Mobilization coefficients for beam–column connections in the RCS composite system are suggested. The proposed model, validated by statistical analysis, provided the strongest correlation with test results for connections containing both E-FBP and transverse beams. Additionally, our results indicated that Architectural Institute of Japan (AIJ) and Modified AIJ (M-AIJ) equations should be used carefully to evaluate the shear strength for connections that do not have E-FBP or transverse beams.

목차

Abstract
1. Introduction
2. Background Theory : Evaluating Connection Shear Strength in RCS Composite Systems
3. A New Equation for Connection Shear Strength in RCS Composite Systems
4. Statistically Evaluating Shear Strength Equations
5. Conclusions
References

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