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Experimental and numerical investigations on cyclic performance of L-shaped-CFT column frame-buckling restrained and unrestrained steel plate shear walls with partial double-side/four corner connections

EngineeringMechanical EngineeringStructural AnalysisL-shaped-cft Column Frame-bucklingStructural ApplicationStructural DesignCyclic PerformanceStructural OptimizationStructural SteelStructural MechanicsNumerical InvestigationsThin-walled StructureStructural Engineering