OPTIMUM SEISMIC RESPONSE CONTROL OF M. D. O. F. STRUCTURAL SYSTEMS USING POLY-LINEAR TYPE HYSTERETIC PASSIVE DAMPER : Optimum stiffness distribution estimation of Poly-linear type damper | Zendy

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OPTIMUM SEISMIC RESPONSE CONTROL OF M. D. O. F. STRUCTURAL SYSTEMS USING POLY-LINEAR TYPE HYSTERETIC PASSIVE DAMPER : Optimum stiffness distribution estimation of Poly-linear type damper

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