CONVERTING MEMBER MODELS INTO EQUIVALENT SHEAR SPRING MODELS FOR HIGH-RISE PASSIVE CONTROL BUILDINGS WITH STUD-TYPE VISCOELASTIC DAMPERS AND HYSTERETIC DAMPERS IN PARALLEL | Zendy

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CONVERTING MEMBER MODELS INTO EQUIVALENT SHEAR SPRING MODELS FOR HIGH-RISE PASSIVE CONTROL BUILDINGS WITH STUD-TYPE VISCOELASTIC DAMPERS AND HYSTERETIC DAMPERS IN PARALLEL

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