참고문헌
- 마호성, 원정훈, 조효상(2012) PHC파일과 CT형강을 합성한 합성형 벽체파일의 휨거동에 대한 연구, 한국강구조학회논문집, 한국강구조학회, 제24권, 제2호, pp.233-243. Mha, H.S., Won, J.H., and Cho, H.S. (2012) A Study on Flexural Behavior of Composite PHC Pile with CT Structural Steel, Journal of Korean Society of Steel Construction, KSSC, Vol. 24, No. 2, pp.233-243 (in Korean). https://doi.org/10.7781/kjoss.2012.24.2.233
- Zellner, W. (1987) Recent designs of composite bridges and a new type of shear connectors, Proceedings of ASCE/IABSE Engineering Foundation Conference on Composite Construction in Steel and Concrete, pp.240-252.
- Oguejiofor, E.C. and Hosain, M.U. (1994) A Parametric Study of Perfobond Rib Shear Connectors, Canadian Journal of Civil Engineering, Vol. 21, No. 4, pp.614-625. https://doi.org/10.1139/l94-063
- 김상효, 윤지현, 최우진, 김준환, 안진희(2011) 일체식교대 강교량의 거더-교대 연결부 상세의 거동평가를 위한 실험적 연구, 한국강구조학회 논문집, 한국강구조학회, 제23권, 제1호, pp.61-72. Kim, S.H., Yoon, J.H., Choi, W.J., Kim, J.H., and Ahn, J.H. (2011) Experimental Study for Performance Evaluation of Structural Details of Girder-abutment Joint in Integral Abutment Steel Bridge, Journal of Korean Society of Steel Construction, KSSC, Vol. 23, No. 1, pp.61-72 (in Korean).
- 김상효, 이찬구, 윤지현, 원정훈(2009) Perfobond Rib을 적용한 강-PSC 혼합구조 연결부의 거동 평가, 한국강구조학회논문집, 한국강구조학회, 제21권, 제6호, pp.647-657. Kim, S.H., Lee, C.G., Yoon, J.H., and Won, J.H. (2009) Behaviors of Joint with Perfobond Rib Shear Connectors in Steel-PSC Hybrid System, Journal of Korean Society of Steel Construction, KSSC, Vol. 21, No. 6, pp.647-657 (in Korean).
- 한국콘크리트학회(2010) 콘크리트용 앵커설계법 및 예제집, 기문당. Korea Concrete Institute (2010) Design and Examples for Concrete Embedded Anchor, Kimoondang (in Korean).
- 박용명, 전명희, 이건준, 김철환(2011) 인장하중을 받는 중대형급 선설치 앵커볼트의 콘크리트파괴강도 평가를 위한 연구, 한국강구조학회논문집, 한국강구조학회, 제23권, 제4호, pp.493-501. Park, Y.M., Jeon, M.H., Lee, K.J., and Kim, C.H. (2011) A Study on the Concrete Breakout Capacity Evaluation of Medium-to-large size CIP Anchor Bolts under Tension Loading, Journal of Korean Society of Steel Construction, KSSC, Vol. 23, No. 4, pp.493-501 (in Korean).
- Oguejiofor, E.C. and Hosain, M.U. (1995) Tests of Full-size Composite Beams with Perfobond Rib Connectors, Canadian Journal of Civil Engineering, Vol. 22, No. 1, pp.80-92. https://doi.org/10.1139/l95-008
- Oguejiofor, E.C. and Hosain, M.U. (1997) Numerical Analysis of Push-out Specimens with Perfobond Rib Connectors, Computers and Structures, Vol. 62, No. 4, pp.617-624. https://doi.org/10.1016/S0045-7949(96)00270-2
- Sara, B.M. and Bahram, M.S. (2002) Perfobond Shear Connectors for Composite Construction, Engineering Journal, first quarter, pp.2-12.
- Valente, I. and Cruz, P.J.S. (2004) Experimental Analysis of the Perfobond Shear Connection between Steel and Lightweight Concrete, Journal of Constructional Steel Research, Vol. 60, No. 3-5, pp.465-479. https://doi.org/10.1016/S0143-974X(03)00124-X
- Ahn, J.H., Kim, S.H., and Jeong, Y.J. (2008) Shear Behaviour of Perfobond Rib Shear Connector under Static and Cyclic Loadings, Magazine of Concrete Research, Vol. 60, No. 5, pp.347-357. https://doi.org/10.1680/macr.2007.00046
- Ahn, J.H., Lee, C.G., Won, J.H., and Kim, S.H. (2010) Shear Resistance of the Perfobond-rib Shear Connector Depending on Concrete Strength and Rib Arrangement, Journal of Constructional Steel Research, Vol. 66, No. 10, pp.1295-1307. https://doi.org/10.1016/j.jcsr.2010.04.008
- Candido-Martins, J.P.S., Costa-Neves, L.F., and Vellasco, P.C.G.S. (2010) Experimental Evaluation of the Structural Response of Perfobond Shear Connectors, Engineering Structures, Vol. 32, No. 8, pp.1976-1985. https://doi.org/10.1016/j.engstruct.2010.02.031