Reinforced concrete : mechanics and design
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書誌事項
Reinforced concrete : mechanics and design
Pearson, c2012
6th ed
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Reinforced concrete : mechanics & design
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注記
Includes bibliographical references and index
内容説明・目次
内容説明
Reinforced Concrete: Mechanics and Design, 6/e is a perfect text for professionals in the field who need a comprehensive reference on concrete structures and the design of reinforced concrete. Reinforced concrete design encompasses both the art and science of engineering. This book presents the theory of reinforced concrete as a direct application of the laws of statics and mechanics of materials. In addition, it emphasizes that a successful design not only satisfies design rules, but also is capable of being built in a timely fashion and for a reasonable cost. A multi-tiered approach makes Reinforced Concrete: Mechanics and Design an outstanding textbook for a variety of university courses on reinforced concrete design. Topics are normally introduced at a fundamental level, and then move to higher levels where prior educational experience and the development of engineering judgment will be required.
目次
PREFACE xi
ABOUT THE AUTHORS xv
CHAPTER 1 INTRODUCTION
1-1 Reinforced Concrete Structures
1-2 Mechanics of Reinforced Concrete
1-3 Reinforced Concrete Members
1-4 Factors Affecting Choice of Reinforced Concrete for a Structure
1-5 Historical Development of Concrete and Reinforced Concrete as Structural Materials
1-6 Building Codes and the ACI Code
CHAPTER 2 THE DESIGN PROCESS
2-1 Objectives of Design
2-2 The Design Process
2-3 Limit States and the Design of Reinforced Concrete
2-4 Structural Safety
2-5 Probabilistic Calculation of Safety Factors
2-6 Design Procedures Specified in the ACI Building Code
2-7 Load Factors and Load Combinations in the 2011 ACI Code
2-8 Loadings and Actions
2-9 Design for Economy
2-10 Sustainability
2-11 Customary Dimensions and Construction Tolerances
2-12 Inspection
2-13 Accuracy of Calculations
2-14 Handbooks and Design Aids
CHAPTER 3 MATERIALS
3-1 Concrete
3-2 Behavior of Concrete Failing in Compression
3-3 Compressive Strength of Concrete
3-4 Strength Under Tensile and Multiaxial Loads
3-5 Stress-Strain Curves for Concrete
3-6 Time-Dependent Volume Changes
3-7 High-Strength Concrete
3-8 Lightweight Concrete
3-9 Fiber Reinforced Concrete
3-10 Durability of Concrete
3-11 Behavior of Concrete Exposed to High and Low Temperatures
3-12 Shotcrete
3-13 High-Alumina Cement
3-14 Reinforcement
3-15 Fiber-Reinforced Polymer (FRP) Reinforcement
3-16 Prestressing Steel
CHAPTER 4 FLEXURE: BEHAVIOR AND NOMINAL STRENGTH OF BEAM SECTIONS
4-1 Introduction
4-2 Flexure Theory
4-3 Simplifications in Flexure Theory for Design
4-4 Analysis of Nominal Moment Strength for Singly Reinforced Beam Sections
4-5 Definition of Balanced Conditions
4-6 Code Definitions of Tension-Controlled and Compression-Controlled Sections
4-7 Beams with Compression Reinforcement
4-8 Analysis of Flanged Sections
4-9 Unsymmetrical Beam Sections
CHAPTER 5 FLEXURAL DESIGN OF BEAM SECTIONS
5-1 Introduction
5-2 Analysis of Continuous One-Way Floor Systems
5-3 Design of Singly-Reinforced Beam Sections with Rectangular Compression Zones
5-4 Design of Doubly-Reinforced Beam Sections
5-5 Design of Continuous One-Way Slabs
CHAPTER 6 SHEAR IN BEAMS
6-1 Introduction
6-2 Basic Theory
6-3 Behavior of Beams Failing in Shear
6-4 Truss Model of the Behavior of Slender Beams Failing in Shear
6-5 Analysis and Design of Reinforced Concrete Beams for Shear-ACI Code
6-6 Other Shear Design Methods
6-7 Hanger Reinforcement
6-8 Tapered Beams
6-9 Shear in Axially Loaded Members
6-10 Shear in Seismic Regions
CHAPTER 7 TORSION
7-1 Introduction and Basic Theory
7-2 Behavior of Reinforced Concrete Members Subjected to Torsion
7-3 Design Methods for Torsion
7-4 Thin-Walled Tube/Plastic Space Truss Design Method
7-5 Design for Torsion and Shear-ACI Code
7-6 Application of ACI Code Design Method for Torsion
CHAPTER 8 DEVELOPMENT, ANCHORAGE, AND SPLICING OF REINFORCEMENT
8-1 Introduction
8-2 Mechanism of Bond Transfer
8-3 Development Length
8-4 Hooked Anchorages
8-5 Headed and Mechanically Anchored Bars in Tension
8-6 Design for Anchorage
8-7 Bar Cutoffs and Development of Bars in Flexural Members
8-8 Reinforcement Continuity and Structural Integrity Requirements
8-9 Splices
CHAPTER 9 SERVICEABILITY
9-1 Introduction
9-2 Elastic Analysis of Stresses in Beam Sections
9-3 Cracking
9-4 Deflections of Concrete Beams
9-5 Consideration of Deflections in Design
9-6 Frame Deflections
9-7 Vibrations
9-8 Fatigue
CHAPTER 10 CONTINUOUS BEAMS AND ONE-WAY SLABS
10-1 Introduction
10-2 Continuity in Reinforced Concrete Structures
10-3 Continuous Beams
10-4 Design of Girders
10-5 Joist Floors
10-6 Moment Redistribution
CHAPTER 11 COLUMNS: COMBINED AXIAL LOAD AND BENDING
11-1 Introduction
11-2 Tied and Spiral Columns
11-3 Interaction Diagrams
11-4 Interaction Diagrams for Reinforced Concrete Columns
11-5 Design of Short Columns
11-6 Contributions of Steel and Concrete to Column Strength
11-7 Biaxially Loaded Columns
CHAPTER 12 SLENDER COLUMNS
12-1 Introduction
12-2 Behavior and Analysis of Pin-Ended Columns
12-3 Behavior of Restrained Columns in Nonsway Frames
12-4 Design of Columns in Nonsway Frames
12-5 Behavior of Restrained Columns in Sway Frames
12-6 Calculation of Moments in Sway Frames Using Second-Order Analyses
12-7 Design of Columns in Sway Frames
12-8 General Analysis of Slenderness Effects
12-9 Torsional Critical Load
CHAPTER 13 TWO-WAY SLABS: BEHAVIOR, ANALYSIS, AND DESIGN
13-1 Introduction
13-2 History of Two-Way Slabs
13-3 Behavior of Slabs Loaded to Failure in Flexure
13-4 Analysis of Moments in Two-Way Slabs
13-5 Distribution of Moments in Slabs
13-6 Design of Slabs
13-7 The Direct-Design Method
13-8 Equivalent-Frame Methods
13-9 Use of Computers for an Equivalent-Frame Analysis
13-10 Shear Strength of Two-Way Slabs
13-11 Combined Shear and Moment Transfer in Two-Way Slabs
13-12 Details and Reinforcement Requirements
13-13 Design of Slabs Without Beams
13-14 Design of Slabs with Beams in Two Directions
13-15 Construction Loads on Slabs
13-16 Deflections in Two-Way Slab Systems
13-17 Use of Post-Tensioning
CHAPTER 14 TWO-WAY SLABS: ELASTIC AND YIELD-LINE ANALYSES
14-1 Review of Elastic Analysis of Slabs
14-2 Design Moments from a Finite-Element Analysis
14-3 Yield-Line Analysis of Slabs: Introduction
14-4 Yield-Line Analysis: Applications for Two-Way Slab Panels
14-5 Yield-Line Patterns at Discontinuous Corners
14-6 Yield-Line Patterns at Columns or at Concentrated Loads
CHAPTER 15 FOOTINGS
15-1 Introduction
15-2 Soil Pressure Under Footings
15-3 Structural Action of Strip and Spread Footings
15-4 Strip or Wall Footings
15-5 Spread Footings
15-6 Combined Footings
15-7 Mat Foundations
15-8 Pile Caps
CHAPTER 16 SHEAR FRICTION, HORIZONTAL SHEAR TRANSFER, AND COMPOSITE CONCRETE BEAMS
16-1 Introduction
16-2 Shear Friction
16-3 Composite Concrete Beams
CHAPTER 17 DISCONTINUITY REGIONS AND STRUT-AND-TIE MODELS
17-1 Introduction
17-2 Design Equation and Method of Solution
17-3 Struts
17-4 Ties
17-5 Nodes and Nodal Zones
17-6 Common Strut-and-Tie Models
17-7 Layout of Strut-and-Tie Models
17-8 Deep Beams
17-9 Continuous Deep Beams
17-10 Brackets and Corbels
17-11 Dapped Ends
17-12 Beam-Column Joints
17-13 Bearing Strength
17-14 T-Beam Flanges
CHAPTER 18 WALLS AND SHEAR WALLS
18-1 Introduction
18-2 Bearing Walls
18-3 Retaining Walls
18-4 Tilt-Up Walls
18-5 Shear Walls
18-6 Lateral Load-Resisting Systems for Buildings
18-7 Shear Wall-Frame Interaction
18-8 Coupled Shear Walls
18-9 Design of Structural Walls-General
18-10 Flexural Strength of Shear Walls
18-11 Shear Strength of Shear Walls
18-12 Critical Loads for Axially Loaded Walls
CHAPTER 19 DESIGN FOR EARTHQUAKE RESISTANCE
19-1 Introduction
19-2 Seismic Response Spectra
19-3 Seismic Design Requirements
19-4 Seismic Forces on Structures
19-5 Ductility of Reinforced Concrete Members
19-6 General ACI Code Provisions for Seismic Design
19-7 Flexural Members in Special Moment Frames
19-8 Columns in Special Moment Frames
19-9 Joints of Special Moment Frames
19-10 Structural Diaphragms
19-11 Structural Walls
19-12 Frame Members not Proportioned to Resist Forces Induced by Earthquake Motions
19-13 Special Precast Structures
19-14 Foundations
APPENDIX A
APPENDIX B
INDEX
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