Design Method of Concrete-Infilled Double Steel Corrugated-Plate Walls with T-section
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Beschreibung
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.
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.
Nominated by Tsinghua University as an outstanding Ph.D. thesis Reports on important progress in the study of steel-concrete composite walls Introduces the design method concrete-infilled double steel corrugated-plate walls with T-section
Autor*in
Meng-Zheng Wang
Themen in »Design Method of Concrete-Infilled Double Steel Corrugated-Plate Walls with T-section«
Composite Walls Steel Corrugated-Plates T-section Load-Carrying Capacity Seismic Performance