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Experimental investigations on monotonic and cyclic behavior of steel pallet rack connections
ArticleAbstract: Application of steel pallet racks (SPRs) for storage purposes has been widely grown around the worldPalabras claves:Beam to column connection, Cantilever testing, Ductility, Moment resistance, Steel pallet racks, stiffnessAutores:Jalali A., Majid Khorami, Mu’azu M.A., Shah S.N.R., Shariati M., Tahir M.M., Wee T.C.Fuentes:googlescopusDistribution of shear force in perforated shear connectors
ArticleAbstract: A perforated shear connector group is commonly used to transfer shear in steel-concrete composite stPalabras claves:Efficiency coefficient, Mechanical model, numerical simulation, Perforated shear connector, Steel-concrete structureAutores:Gharachurlu S., Jin Z., Majid Khorami, Mu’azu M.A., Pei S., Shariati M., Tahir M.M., Wei X., Zandi Y.Fuentes:googlescopusMoment-rotation estimation of steel rack connection using extreme learning machine
ArticleAbstract: The estimation of moment and rotation in steel rack connections could be significantly helpful paramPalabras claves:Beam-end connector, elm, Moment rotation behavior, Steel racks, Upright columnAutores:Majid Khorami, Mehrabi P., Safa M., Shariati M., Trung N.T., Wakil K.Fuentes:googlescopusShear capacity equation for channel shear connectors in steel-concrete composite beams
ArticleAbstract: In this research the effect of high strength concrete (HSC) on shear capability of the channel shearPalabras claves:Channel shear connector, finite element analysis, High strength concrete, Push-out test, Steel concrete composite floorAutores:Bazzaz M., Majid Khorami, Paknahad M., Sedghi Y., Shariati M.Fuentes:googlescopus