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" Ductile design of steel structures "
Michel Bruneau, Chia-Ming Uang, Rafael Sabelli.
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BL
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| Record Number
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731044
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b550828
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| Main Entry
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Michel Bruneau, Chia-Ming Uang, Rafael Sabelli.
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| Title & Author
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Ductile design of steel structures\ Michel Bruneau, Chia-Ming Uang, Rafael Sabelli.
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| Edition Statement
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2nd ed
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| Publication Statement
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New York: McGraw-Hill, ©2011.
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| Page. NO
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(xxi, 905 pages) : illustrations
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| ISBN
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0071625232
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: 1283357453
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: 9780071625234
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: 9781283357456
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| Notes
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Previous edition: c1998.
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| Contents
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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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| Abstract
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A completely revised and updated in-depth guide to the requirements central to earthquake-resistant design of steel structures
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| Subject
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Building, Iron and steel.
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| Subject
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Steel, Structural -- Ductility.
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Structural design.
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| LC Classification
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TA684.M534 2011
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| Added Entry
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Chia-Ming Uang
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Michel Bruneau
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Rafael Sabelli
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