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کلمات کلیدی: Hybrid coupled shear walls system; Steel coupling beam; Behavior factor; Ductiltity factor; Overstrength factor; Coupling ratio; seismic response; Inelastic behavior; Numerical simulations
کلمات کلیدی: Hybrid coupled shear walls system; Steel coupling beam; Behavior factor; Ductiltity factor; Overstrength factor; Coupling ratio; seismic response; Inelastic behavior; Numerical simulations
