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Effect of opening size and location on the punching shear behavior of interior slab–column connections strengthened with CFRP strips

Reinforcement MaterialFibre-reinforced PlasticEngineeringPunching Shear BehaviorCfrp StripsMechanical EngineeringInterior Slab–column ConnectionsReinforced ConcreteFiber-reinforced Cement CompositeStructural MechanicsStructural Engineering