PDF Free Download | Reinforced Concrete Structures by R. Park, T. Paulay
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,
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