Ductile Design of Steel Structures, 2nd Edition /

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autores principales: Bruneau, Michel (Autor), Uang, Chia-Ming (Autor), Sabelli, S.E., Rafael (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: New York, N.Y. : McGraw-Hill Education, [2011].
Edición:2nd edition.
Temas:
Building, Iron and steel.
Steel, Structural > Ductility.
Structural design.
Electronic books.
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Contents
  • Preface
  • 1 Introduction
  • References
  • 2 Structural Steel
  • 2.1 Introduction
  • 2.2 Common Properties of Steel Materials
  • 2.3 Plasticity, Hysteresis, Bauschinger Effects
  • 2.4 Metallurgical Process of Yielding, Slip Planes
  • 2.5 Brittleness in Welded Sections
  • 2.6 Low-Cycle versus High-Cycle Fatigue
  • 2.7 Material Models
  • 2.8 Advantages of Plastic Material Behavior
  • 2.9 Self-Study Problems
  • References
  • 3 Plastic Behavior at the Cross-Section Level
  • 3.1 Pure Flexural Yielding
  • 3.2 Combined Flexural and Axial Loading
  • 3.3 Combined Flexural and Shear Loading
  • 3.4 Combined Flexural, Axial, and Shear Loading
  • 3.5 Pure Plastic Torsion: Sand-Heap Analogy
  • 3.6 Combined Flexure and Torsion
  • 3.7 Biaxial Flexure
  • 3.8 Composite Sections
  • 3.9 Self-Study Problems
  • References
  • 4 Concepts of Plastic Analysis
  • 4.1 Introduction to Simple Plastic Analysis
  • 4.2 Simple Plastic Analysis Methods
  • 4.3 Theorems of Simple Plastic Analysis
  • 4.4 Application of the Kinematic Method
  • 4.5 Shakedown Theorem (Deflection Stability)
  • 4.6 Yield Lines
  • 4.7 Self-Study Problems
  • References
  • 5 Systematic Methods of Plastic Analysis
  • 5.1 Number of Basic Mechanisms
  • 5.2 Direct Combination of Mechanisms
  • 5.3 Method of Inequalities
  • 5.4 Self-Study Problems
  • References
  • 6 Applications of Plastic Analysis
  • 6.1 Moment Redistribution Design Methods
  • 6.2 Capacity Design
  • 6.3 Push-Over Analysis
  • 6.4 Seismic Design Using Plastic Analysis
  • 6.5 Global versus Local Ductility Demands
  • 6.6 Displacement Compatibility of Nonductile Systems
  • 6.7 Self-Study Problems
  • References
  • 7 Building Code Seismic Design Philosophy
  • 7.1 Introduction
  • 7.2 Need for Ductility in Seismic Design
  • 7.3 Collapse Mechanism versus Yield Mechanism
  • 7.4 Design Earthquake
  • 7.5 Equivalent Lateral Force Procedure
  • 7.6 Physical Meaning of Seismic Performance Factors
  • 7.7 Capacity Design
  • 7.8 Performance-Based Seismic Design Framework
  • 7.9 Historical Perspective of Seismic Codes
  • References
  • 8 Design of Ductile Moment-Resisting Frames
  • 8.1 Introduction
  • 8.2 Basic Response of Ductile Moment-Resisting Frames to Lateral Loads
  • 8.3 Ductile Moment-Frame Column Design
  • 8.4 Panel Zone
  • 8.5 Beam-to-Column Connections
  • 8.6 Design of a Ductile Moment Frame
  • 8.7 P-D Stability of Moment Resisting Frames
  • 8.8 Design Example
  • 8.9 Self-Study Problems
  • References
  • 9 Design of Ductile Concentrically Braced Frames
  • 9.1 Introduction
  • 9.2 Hysteretic Behavior of Single Braces
  • 9.3 Hysteretic Behavior and Design of Concentrically Braced Frames
  • 9.4 Other Concentric Braced-Frame Systems
  • 9.5 Design Example
  • 9.6 Self-Study Problems
  • References
  • 10 Design of Ductile Eccentrically Braced Frames
  • 10.1 Introduction
  • 10.2 Link Behavior.
  • 10.3 EBF Lateral Stiffness and Strength
  • 10.4 Ductility Design
  • 10.5 Capacity Design of Other Structural Components
  • 10.6 Design Example
  • 10.7 Self-Study Problems
  • References
  • 11 Design of Ductile Buckling-Restrained Braced Frames
  • 11.1 Introduction
  • 11.2 Buckling-Restrained Braced Frames versus Conventional Frames
  • 11.3 Concept and Components of Buckling-Restrained Brace
  • 11.4 Development of BRBs
  • 11.5 Nonductile Failure Modes
  • 11.6 BRBF Configuration
  • 11.7 Design of Buckling-Restrained Braces
  • 11.8 Capacity Design of BRBF
  • 11.9 Nonlinear Modeling
  • 11.10 Design Example
  • 11.11 Self-Study Problem
  • References
  • 12 Design of Ductile Steel Plate Shear Walls
  • 12.1 Introduction
  • 12.2 Behavior of Steel Plate Shear Walls
  • 12.3 Analysis and Modeling
  • 12.4 Design
  • 12.5 Perforated Steel Plate Shear Walls
  • 12.6 Design Example
  • 12.7 Self-Study Problems
  • References
  • 13 Other Ductile Steel Energy Dissipating Systems
  • 13.1 Structural Fuse Concept
  • 13.2 Energy Dissipation Through Steel Yielding
  • 13.3 Energy Dissipation Through Friction
  • 13.4 Rocking Systems
  • 13.5 Self-Centering Post-Tensioned Systems
  • 13.6 Alternative Metallic Materials: Lead, Shape-Memory Alloys, and Others
  • 13.7 Validation Quantification
  • References
  • 14 Stability and Rotation Capacity of Steel Beams
  • 14.1 Introduction
  • 14.2 Plate Elastic and Postelastic Buckling Behavior
  • 14.3 General Description of Inelastic Beam Behavior
  • 14.4 Inelastic Flange Local Buckling
  • 14.5 Web Local Buckling
  • 14.6 Inelastic Lateral-Torsional Buckling
  • 14.7 Code Comparisons
  • 14.8 Interaction of Beam Buckling Modes
  • 14.9 Cyclic Beam Buckling Behavior
  • 14.10 Self-Study Problem
  • References
  • Index.

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