Abstract:Numerous studies have addressed the influence of the surrounding frame members on the in-plane properties of steel shear walls with stiffeners. However, the effect of the out-of-plane stiffness on the buckling strength of stiffening plates has not been elucidated. Herein, the influence of surrounding frame members on the buckling behavior of steel shear walls reinforced by cross stiffeners was investigated. A calculation formula for the elastic buckling strength of the stiffened plate was proposed by eigenvalu… Show more
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