Reinforced Concrete Structures by Park and Paulay

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Contents of Reinforced Concrete Structures eBook

• THE DESIGN APPROACH
• Development of Working Stress and Ultimate Strength Design Procedures
• Design for Strength and Serviceability
• ACI Strength and Serviceability Design Method
• Strength Provisions,
• Serviceability Provisions,
• Ductility Provisions,
• Considerations of Member Strength
• Development of Member Strength,
• Ideal Strength,
• Dependable Strength,
• Probable Strength,
• Overstrength,
• Relationships Between Different Strengths,
• STRESS-STRAIN RELATIONSHIPS FOR CONCRETE AND STEEL
• Concrete
• Uniaxial Stress Behavior,
• Combined Stress Behavior,
• Concrete Confinement by Reinforcement,
• Creep of Concrete,
• Shrinkage of Concrete,
• Steel Reinforcement
• Bar Shape and Sizes,
• Monotonic Stress Behavior,
• Repeated Stress Behavior,
• Reversed Stress Behavior,
• References
• BASIC ASSUMPTIONS OF THEORY FOR FLEXURAL STRENGTH
• Basic Behavior Assumptions
• Equivalent Rectangular Stress Block
• Concrete Strain at the Flexural Strength
• Nonrectangular Compressed Areas
• Effects of Slow Rates of Loading and of Sustained Load
• Summary of Recommendations for the Determination of the
• Strength of Sections with Flexure and Axial Load
• References
• STRENGTH OF MEMBERS WITH FLEXURE
• Rectangular Sections
• Analysis of Singly Reinforced Sections,
• Design of Singly Reinforced Sections,
• Analysis of Doubly Reinforced Sections,
• Design of Doubly Reinforced Sections,
• T and I Sections
• Analysis of T and I Sections,
• Design of T and I Sections,
• Effective Width of T Beams,
• Sections Having Bars at Various Levels or Steel Lacking a
• Well-Defined Yield Strength
• Biaxial Bending of Sections I
• Lateral Instability of Beams
• References
• STRENGTH OF MEMBERS WITH FLEXURE AND AXIAL LOAD
• Introduction
• Axially Loaded Short Columns
• Eccentrically Loaded Short Columns with Uniaxial Bending
• Introduction,
• Analysis of Rectangular Sections with Bars at One or
• Two Faces,
• Design of Rectangular Sections with Bars at One or
• Two Faces,
• Rectangular Sections with Bars at Four Faces,
• Sections with Bars in Circular Array,
• Design Charts and Tables,
• Eccentrically Loaded Short Columns with Biaxial Bending
• General Theory,
• Approximate Methods of Analysis and Design for
• Biaxial Bending,
• Design Charts,
• Slender Columns
• Behavior of Slender Columns,
• “Exact” Design Approach for Slender Columns,
• Approximate Design Approach for Slender Columns:
• The Moment Magnifier Method,
• References
• ULTIMATE DEFORMATION AND DUCTILITY OF MEMBERS WITH FLEXURE
• Introduction
• Moment-Curvature Relationships
• Curvature of a Member,
• Theoretical Moment-Curvature Determination,
• Ductility of Unconfined Beam Sections
• Yield and Ultimate Moment and Curvature,
• Code-Specified Ductility Requirements for Beams,
• Ductility of Unconfined Column Sections
• Members with Confined Concrete
• Effect of Confining the Concrete,
• Compressive Stress Block Parameters for Concrete
• Confined by Rectangular Hoops,
• Theoretical Moment-Curvature Curves for Sections
• with Confined Concrete,
• Flexural Deformations of Members
• Calculation of Deformations from Curvatures,
• Additional Effects on the Deformations of Members
• Calculated from Curvatures,
• Idealized Ultimate Deformations Calculated from
• Curvatures,
• Empirical Expressions for Ultimate Plastic Rotation
• Calculated from Curvatures,
• Alternative Approach to the Calculation of Deformations Based on the Summation of Discrete Rotations at Cracks,
• Deformations of Members With Cyclic Loading
• Moment-Curvature Relationships,
• Load-Deformation Behavior,
• Application of Theory
• References
• STRENGTH AND DEFORMATION OF MEMBERS WITH SHEAR
• Introduction
• The Concept of Shear Stresses
• The Mechanism of Shear Resistance in Reinforced Concrete
• Beams Without Shear Reinforcement
• The Formation of Diagonal Cracks,
• Equilibrium in the Shear Span of a Beam,
• The Principal Mechanisms of Shear Resistance,
• Size Effects,
• Shear Failure Mechanisms,
• The Design for Shear of Beams Without Web Reinforcement,
• The Mechanism of Shear Resistance in Reinforced Concrete
• Beams with Web Reinforcement
• The Role of Web Reinforcement,
• The Truss Mechanism,
• The Design for Shear of Beams with Web Reinforcement,
• The Interaction of Flexure and Shear
• The Effect of Shear on Flexural Steel Requirements,
• Shear at Plastic Hinges,
• Interaction Effects in Deep Beams,
• The Interaction of Shear, Flexure, and Axial Forces
• Shear and Axial Compression,
• Shear and Axial Tension,
• Shear Deformations
• Uncracked Members,
• Shear Deformations in Cracked Members,
• Interface Shear
• Shear Transfer Across Uncracked Concrete Interfaces,
• Shear Transfer Across Precracked Concrete Interfaces,
• Shear Transfer Across Construction Joints,
• The Effects of Repeated and Cyclic Loading on Shear Strength
• Effects on the Web Reinforcement,
• Effects on Interface Shear Transfer,
• Special Members and Loadings
• References
• STRENGTH AND DEFORMATION OF MEMBERS WITH TORSION
• Introduction
• Plain Concrete Subject to Torsion
• Elastic Behavior,
• Plastic Behavior,
• Tubular Sections,
• Beams Without Web Reinforcement Subject to Flexure and Torsion
• Torsion and Shear in Beams Without Web Reinforcement
• Torsion Members Requiring Web Reinforcement
• Combined Shear and Torsion in Beams with Web Reinforcement
• Combined Flexure and Torsion
• Torsional Stiffness
• Torsion in Statically Indeterminate Structures
• References
• BOND AND ANCHORAGE
• Introduction
• Basic Considerations,
• Anchorage or Development Bond,
• Flexural Bond,
• The Nature of Bond Resistance
• Basic Features of Bond Resistance,
• The Position of Bars with Respect to the Placing of the
• Surrounding Concrete,
• Bar Profiles and Surface Conditions,
• The State of Stress in the Surrounding Concrete,
• The Splitting Failure,
• Confinement,
• Repeated and Cyclic Reversed Loading,
• The Determination of Usable Bond Strength
• The Anchorage of Bars
• Stra_ight Anchorages for Bars with Tension,
• Hook Anchorages for Bars with Tension,
• Anchorage for Bars with Compression,
• Anchorage Requirements for Flexural Bond
• Splices
• Introduction,
• Tension Splices,
• Compression Splices,
• Mechanical or Contact Splices,
• References
• SERVICE LOAD BEHAVIOR
• Service Load Performance
• Elastic Theory for Stresses in Members due to Flexure
• Effective Modulus of Elasticity,
• Elastic Theory Assumptions,
• Analysis of Beams Using the Internal Couple
• Approach,
• Analysis of Beams Using the Transformed Section
• Ap_proach,
• Design of Beams Using the Alternative (Elastic
• Theory) Method,
• Analysis of Short Columns,
• Shrinkage Stresses,
• Control of Deflections
• The Need for Deflection Control,
• Method of Deflection Control,
• Calculation of Deflections,
• More Accurate Methods for Calculating Deflections,
• Control of Cracking
• The Need for Crack Control,
• Causes of Cracking,
• Mechanism of Flexural Cracking,
• Control of Flexural Cracks in Design,
• References
• STRENGTH AND DUCTILITY OF FRAMES
• Introduction
• Moment Redistribution and Plastic Hinge Rotation
• Complete Analysis of Frames
• Methods for Determining Bending Moment, Shear Force, and
• Axial Force Distributions at the Ultimate Load for Use in Design
• The Elastic Bending Moment Diagram,
• The Elastic Bending Moment Diagram Modified for
• Moment Redistribution,
• Limit Design,
• Limit Design Methods
• ACI-ASCE Committee Report,
• Available Limit Design Methods,
• General Method for Calculating Required Plastic
• Hinge Rotations,
• Calculation of Service Load Moments and Stresses,
• Comments on Limit Design,
• Design for Seismic Loading
• Basic Concepts,
• Displacement Ductility Requirements,
• Curvature Ductility Requirements,
• Determining Curvature Ductility Demand of Multistory Frames Using Static Collapse Mechanisms,
• Determining Curvature Ductility Demand of Multistory Frames Using Nonlinear Dynamic Analyses,
• Additional Factors in Analysis for Ductility,
• ACI Code Special Provisions for Seismic Design of
• Ductile Frames,
• Discussion of ACI Code Special Provisions for
• Seismic Design of Ductile Frames,
• An Alternative Procedure for Calculating Special
• Transverse Reinforcement for Confinement in the
• Plastic Hinge Zones of Columns,
• Earthquake Energy Dissipation by Special Devices,
• Capacity Design for Seismic Loading of Frames,
• References
• SHEAR WALLS OF MULTISTORY BUILDINGS
• Introduction
• The Behavior of Cantilever Walls
• Tall Walls Having Rectangular Cross Sections,
• Squat Shear Walls Having Rectangular Cross
• Sections,
• Flanged Cantilever Shear Walls,
• Moment-Axial Load Interaction for Shear Wall Sections,
• Interaction of Cantilever Shear Walls with Each Other,
• Interaction of Shear Walls and Rigid Jointed Frames
• Shear Walls With Openings
• Coupled Shear Walls
• Introduction,
• The Laminar Analysis Used to Predict Linear Elastic Response,
• Elastoplastic Behavior of Coupled Shear Walls,
• Experiments with Coupled Shear Walls,
• Summary of Design Principles,
• References
• THE ART OF DETAILING
• Introduction
• The Purpose of Reinforcement
• Directional Changes oflnternal Forces
• The Detailing of Beams
• Localities for Anchorage,
• Interaction of Flexural and Shear Reinforcement,
• The Detailing of Support and Load Points,
• Cutting Off the Flexural Reinforcement,
• The Detailing of Compression Members
• Brackets and Corbels
• Behavior,
• Failure Mechanisms,
• Proportioning and Detailing of Corbels,
• Other Types of Bracket,
• Deep Beams
• Introduction,
• Simply Supported Beams,
• Continuous Deep Beams,
• Web Reinforcement in Deep Beams,
• Introduction of Concentrated Loads,
• Beam-Column Joints
• Introduction,
• Knee Joints,
• Exterior Joints of Multistory Plane Frames,
• Interior Joints of Multistory Plane Frames,
• Suggestions for the Detailing of Joints,
• Joints of Multistory Space Frames,