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Ductile Design of Steel Structures, 2nd Edition / Michel Bruneau, Chia-Ming Uang, Rafael E. Sabelli.

McGraw-Hill's AccessEngineering Available online

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Format:
Book
Author/Creator:
Bruneau, Michel, author.
Uang, Chia-Ming, author.
Sabelli, S.E., Rafael, author.
Language:
English
Subjects (All):
Building, Iron and steel.
Steel, Structural--Ductility.
Steel, Structural.
Structural design.
Genre:
Electronic books.
Physical Description:
1 online resource
Edition:
2nd edition.
Other Title:
Ductile Design of Steel Structures, Second edition
Place of Publication:
New York, N.Y. : McGraw-Hill Education, [2011].
Language Note:
In English.
Summary:
Up-to-date hacks that will breathe life into your Arduino and Raspberry Pi creations! This intuitive DIY guide shows how to wire, disassemble, tweak, and re-purpose household devices and integrate them with your Raspberry Pi and Arduino inventions. Packed with full-color illustrations, photos, and diagrams.
Contents:
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
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
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
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
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
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
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
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
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
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
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
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
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
Index.
Notes:
Includes bibliographical references and index.
Electronic reproduction. New York, N.Y. : McGraw Hill, 2011. Mode of access: World Wide Web. System requirements: Web browser. Access may be restricted to users at subscribing institutions.
Description based on e-Publication PDF.
Other Format:
Print version: Ductile Design of Steel Structures, Second edition,
ISBN:
9780071625234 (e-ISBN)
0071625232 (e-ISBN)
9780071623957 (print-ISBN)
0071623957 (print-ISBN)
OCLC:
870092933
Access Restriction:
Restricted for use by site license.

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