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Tài liệu tham khảo giáo trình cơ học kết cấu trong ngành xây dựng bằng Tiếng Anh - Yamaguchi, E. “Basic Theory of Plates and Elastic Stability” Structural Engineering Handbook Ed. Chen Wai-Fah Boca Raton: CRC Press LLC, 1999 - Composite Construction | Cosenza E. and Zandonini R. Composite Construction Structural Engineering Handbook Ed. Chen Wai-Fah Boca Raton CRC Press LLC 1999 Composite Construction Edoardo Cosenza University of Naples Napoli Italy Riccardo Zandonini Department of Structural Mechanics and Design University of Trento Povo Italy 6.1 Introduction Historical Overview Scope Design Codes 6.2 Materials Concrete Reinforcing Steel Structural Steel Steel Decking Shear Connectors 6.3 Simply-Supported Composite Beams Beam Response and Failure Modes The Effective Width of Concrete Flange Elastic Analysis Plastic Analysis Vertical Shear Serviceability Limit States Worked Examples1 6.4 Continuous Beams Introduction Effective Width Local Buckling and Classification of Cross-Sections Elastic Analysis of the Cross-Section Plastic Resistance of the Cross-Section Serviceability Limit States Ultimate Limit State The Lateral-Torsional Buckling Worked Examples 6.5 The Shear Connection The Shear Transfer Mechanisms The Shear Strength of Mechanical Shear Connectors Steel-Concrete Interface Separation Shear Connectors Spacing Shear Connection Detailing Transverse Reinforcement The Shear Connection in Fully and Partially Composite Beams Worked Examples 6.6 Composite Columns Types of Sections and Advantages Failure Mechanisms The Elastic Behavior of the Section The Plastic Behavior of the Section The Behavior of the Members Influence of Local Buckling Shear Effects Load Introduction Region Restrictions for the Application of the Design Methods Worked Examples 6.7 Composite Slabs The Steel Deck The Composite Slab Worked Examples Notations . References. Ỷ Codes and Standards . Further Reading . 6.1 Introduction 6.1.1 Historical Overview The history of structural design may be explained in terms of a continuous progress toward optimal constructional systems with respect to aesthetic engineering and economic parameters. If the attention is focused on the structure optimality is mainly sought through improvement of the form .
