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[高分] Finite element modelling and design of steel plate shear wall buckling-restrained by hat-section cold-formed steel members
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- **论文**：Finite element modelling and design of steel plate shear wall buckling-restrained by hat-section cold-formed steel members - **期刊**：*Journal of Constructional Steel Research*, 2022 - **对应章节**：5 Development of design rules - **开篇原文**： > > Based on parametric analysis results, for SPSW buckling-restrained by hat-section cold-formed steel members, it is found that the governing parameters of the structural stiffness and shear strengths are the yield strength, width-height ratio and height-thickness ratio of the embedded SPSW. In this study, 104 models of SPSW buckling-restrained by hat-section cold-formed steel members satisfying Eqs. (4)–(12) were established. |
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(2025-6-4)
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