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NTIS 바로가기한국산학기술학회논문지 = Journal of the Korea Academia-Industrial cooperation Society, v.17 no.12, 2016년, pp.285 - 291
The purpose of this study was to evaluate the structural capacity of steel pipe pile specimens reinforced with hollow steel plate shear connectors by pull-out test. Compressive strength testing of concrete was conducted and yield forces, tensile strengths and elongation ratios of re-bars and hollow ...
Machacek, J. and Studnicka, J., Perforated shear connectors, Steel and Composite Structures, 2(1), 51-66, 2002. DOl: https://doi.org/10.12989/scs.2002.2.1.051
Oguejiofor, E.C. and Hosain, M.U. (1992), Behaviour of perfobond rib shear connectors in composite beams: full size test, Canadian Journal of Civil Engineering 19(2), 224-235, 1992. DOl: https://doi.org/10.1139/192-028
Oguejiofor, E.C. and Hosain, M.U. (1994), A parametric study of perfobond rib shear connectors, Canadian Journal of Civil Engineering 21, 614-625, 1994. DOl: https://doi.org/10.1139/194-063
Oguejiofor, E.C. and Hosain, M.U. (1997), Numerical analysis of push-out specimens with perfobond rib connectors, Computers & Structures 62(4), 617-624, 1997. DOl: https://doi.org/10.1016/S0045-7949(96)00270-2
Sara, B.M. and Bahram, M.S. (2002), Perforbond shear connector for composite construction, Engineering Journal, 2-12, 2002.
Veldanad, M.R. and Hosain, M.U. (1992), Behavior of perfobond rib shear connectors : Push-out tests, Canadian Journal of Civil Engineering, 19(1), 1-10, 1992. DOl: https://doi.org/10.1139/192-001
Valente, I. and Cruz, P.J.S. (2004), Experimental analysis of perfobond shear connection between steel and lightweight concrete, Journal of Constructional Steel Research, 60, 465-479, 2004. DOl: https://doi.org/10.1016/S0143-974X(03)00124-X
Zellner, W., Recent designs of composite bridges and a new type of shear connectors, Engineering Foundation Conference on Composite Construction, 240-252, 1987.
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