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Evaluation of the Initial Rotational Stiffness of a Double Split Tee Connection
Journal of Korean Society of Steel Construction
Double split tee connection is a full strength-partial restrained connection that suitable for ordinary moment frame and special moment frame which demonstrates behavior characteristics depending on the stiffness ratio of columns and beams, changes in the geometric shape of the T-stub, number of fasteners and effect of panel zone. For the double split tee connection to ensure structurally safe behavior, it needs to exhibit sufficient strength, stiffness and ductile capacity. This study soughtdoi:10.7781/kjoss.2014.26.2.133 fatcat:6lhqfuhqu5dafff5bhthdcbndi