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<p>This book addresses the failure mechanism and design method of concrete-infilled double steel corrugated-plate composite walls with T-section (T-CDSCW). Due to the composite effect of steel and concrete and the constraining effect of intermediate bolts, CDSCWs exhibit excellent load-carrying performance and applicability to high-rise buildings. To satisfy the plan layout and structural requirements, shear walls are arranged in T-section or other sections. T-CDSCWs are studied in the book, and the design methods are proposed to evaluate the cross-sectional capacity, global stability, and seismic performance by experimental investigations, finite element simulations, and theoretical analyses.</p>

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Design Method of Concrete-Infilled Double Steel Corrugated-Plate Walls with T-section

  • 书籍

  • 发表日期：

    2026年

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  • Meng-Zheng Wang

摘要

This book addresses the failure mechanism and design method of concrete-infilled double steel corrugated-plate composite walls with T-section (T-CDSCW). Due to the composite effect of steel and concrete and the constraining effect of intermediate bolts, CDSCWs exhibit excellent load-carrying performance and applicability to high-rise buildings. To satisfy the plan layout and structural requirements, shear walls are arranged in T-section or other sections. T-CDSCWs are studied in the book, and the design methods are proposed to evaluate the cross-sectional capacity, global stability, and seismic performance by experimental investigations, finite element simulations, and theoretical analyses.