Reinforced Concrete Structures

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ISBN: 9780471659174 | 0471659177
Cover: Hardcover
Copyright: 1/16/1991

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Sets out basic theory for the behavior of reinforced concrete structural elements and structures in considerable depth. Emphasizes behavior at the ultimate load, and, in particular, aspects of the seismic design of reinforced concrete structures. Based on American practice, but also examines European practice.

The Design Approach

(10)

Development of Working Stress and Ultimate Strength Design Procedures

(2)

Design for Strength and Serviceability

(1)

ACI Strength and Serviceability Design Method

(3)

Strength Provisions

(2)

Serviceability Provisions

(1)

``Ductility Provisions

(1)

Considerations of Member Strength

(3)

Development of Member Strength

(1)

Ideal Strength

(1)

Dependable Strength

(1)

Probable Strength

(1)

Overstrength

(1)

Relationships Between Different Strengths

(1)

References

(1)

Stress-Strain Relationship for Concrete and Steel

(37)

Concrete

(25)

Uniaxial Stress Behavior

(6)

Combined Stress Behavior

(4)

Concrete Confinement by Reinforcement

(9)

Creep of Concrete

(3)

Shrinkage of Concrete

(3)

Steel Reinformcement

(9)

Bar Shape and Sizes

(1)

Monotonic Stress Behavior

(3)

Repeated Stress Behaivor

(1)

Reversed Stress Behaivor

(5)

References

(3)

Basic Assumptions of Theory for Flexural Strength

(13)

Basic Behaivor Assumptions

(4)

Equivalent Rectangular Stress Block

(2)

Concrete Strain at the Flexural Strength

(2)

Nonrectangular Compressed Areas

(2)

Effects of Slow Rates of Loading and of Sustained Load

(1)

Summary of Recommendations for the Determination of the Strength of Sections with Flexure and Axial Load

(1)

References

(2)

Strength of Members with Flexure

(57)

Rectangular Sections

(31)

Analysis of Singly Reinforced Sections

(8)

Design of Singly Reinforced Sections

(10)

Analysis of Doubly Reinforced Sections

(4)

Design of Doubly Reinforced Sections

(9)

T and I Sections

(9)

Analysis of T and I Sections

(3)

Design of T and I Sections

(4)

Effective Width of T Beams

(2)

Sections Having Bars at Various Levels or Steel Lacking a Well-Defined Yield Strength

101

(5)

Biaxial Bending of Sections

106

(7)

Lateral Instability of Beams

113

(3)

References

116

(2)

Strength of Members with Flexure and Axial Load

118

(77)

Introduction

118

(1)

Axially Loaded Short Columns

118

(5)

Eccentrically Loaded Short Columns with Uniaxial Bending

123

(31)

Introduction

123

(2)

Analysis of Rectangular Sections with Bars at One or Two Faces

125

(10)

Design of Rectangular Sections with Bars at One or Two Faces

135

(8)

Rectangular Sections with Bars at Four Faces

143

(5)

Sections with Bars in Circular Array

148

(4)

Design Charts and Tables

152

(2)

Eccentrically Loaded Short Columns with Biaxial Bending

154

(18)

General Theory

154

(4)

Approximate Methods of Analysis and Design for Biaxial Bending

158

(4)

Design Charts

162

(10)

Slender Columns

172

(20)

Behavior of Slender Columns

172

(7)

``Exact'' Design Approach for Slender Columns

179

(1)

Approximate Design Approach for Slender Columns: The Moment Magnifier Method

180

(12)

References

192

(3)

Ultimate Deformation and :Ductility of Members with Flexure

195

(75)

Introduction

195

(1)

Moment-Curvature Relationships

196

(7)

Curvature of a Member

196

(3)

Theoretical Moment-Curvature Determinatijon

199

(4)

Ductility of UnconfinedBeam Sections

203

(14)

Yield and Ultimate Moment and Curvature

203

(13)

Code-Specified Ductility Requirements for Beams

216

(1)

Ductility of Unconfined Column Sections

217

(4)

Members with Confined Concrete

221

(15)

Effect of Confining the Concrete

221

(3)

Compressive Stress Block Paramers for Concrete Confined by Rectangular Hoops

224

(5)

Theoretical Moment-Curvature Curves for Secions with Confined Concrete

229

(7)

Flexural Deformations of Members

236

(18)

Calculation of Deformations form Curvatures

236

(1)

Additional Effects on the Deformations of Members Calculated from Curvatures

237

(5)

Idealized Ultimate Deformations Calculated from Curvatures

242

(3)

Empirical Expressions for Ultimate Plastic Rotation Calculated from Curvatures

245

(5)

Alternative Approach to the Calculation of Deformations Based on the Summation of Discrete Rotations at Cracks

250

(4)

Deformations of Members With Cyclic Loading

254

(14)

Moment-Curvature Relationships

254

(10)

Load-Deformation Behavior

264

(4)

Application of Theory

268

(1)

References

268

(2)

Strength and Deformation of Members with Shear

270

(76)

Introduction

270

(1)

The Concept of Shear Stresses

271

(5)

The Mechanism of Shear Resistance in Reinforced Concrete Beams Without Shear Reinforcement

276

(17)

The Formation of Diagonal Craks

276

(1)

Equilibrium in the Shear Span of a Beam

276

(2)

The Principal Mechanisms of Shear Resistance

278

(9)

Size Effects

287

(1)

Shear Failure Mechanisms

288

(3)

The Design for Shear of Beams Without Web Reinforcement

291

(2)

The Mechanism of Shear Resistance in Reinforced Concrete Beams with Web Reinforcement

293

(8)

The Role of Web Reinforcement

293

(1)

The Truss Mechanism

294

(5)

The Design for Shear of Beams with Web Reinforcement

299

(2)

The Interaction of Flexure and Shear

301

(9)

The Effect of Shear on Flexural Steel Requirements

304

(1)

Shear at Plastic Hings

307

(3)

Interaction Effects in Deep Beams

310

(1)

The Interaction of Shear, Flexure, and Axial Forces

310

(5)

Shear and Axial Compression

310

(2)

Shear and Axial Tension

312

(3)

Shear Deformations

315

(4)

Uncracked Members

315

(1)

Shear Deformations in Cracked Members

316

(3)

Interface Shear

319

(13)

Shear Transfer Across Uncracked Concrete Interfaces

320

(1)

Shear Transfer Across Precracked Concrete Interfaces

321

(4)

Shear Transfer Across Cosntruction Joints

325

(7)

The Effects of Repeated and Cyclic Loading on Shear Strength

332

(6)

Effects on the Web Reinforcement

332

(3)

Effects on Interface Shear Transfer

335

(3)

Special Members and Loadings

338

(5)

References

343

(3)

Strength and Deformation of Members with Torsion

346

(46)

Introduction

346

(2)

Plain Concrete Subject to Torsion

348

(9)

Elastic Behavior

348

(3)

Plastic Behavior

351

(3)

Tubular Sections

354

(3)

Beams Without Web Reinforcement Subject to Flexure and Torsion

357

(2)

Torsion and Shear in Beams Without Web Reinforcement

359

(2)

Torsion Members Requiring Web Reinfrocement

361

(9)

Combined Shear and Torsion in Beams with Web Reinforcement

370

(7)

Combined Flexure and Torsion

377

(6)

Torsional Stiffness

383

(6)

Torsion in Statically Indeterminate Structures

389

(1)

References

390

(2)

Bond and Anchorage

392

(34)

Introduction

392

(2)

Basic Considerations

392

(1)

Anchorage or Development Bond

393

(1)

Flexural Bond

394

(1)

The Nature of Bond Resistance

394

(13)

Basic Features of Bond Resistance

394

(3)

The Position of Bars with Respect to the Placing of the Surrounding Concrete

397

(1)

Bar Profiles and Surface Conditions

398

(3)

The State of Stress in the Surrounding Concrete

401

(2)

The Splitting Failure

403

(1)

Confinement

404

(1)

Repeated and Cyclic Reversed Loading

404

(3)

The Determination of Usable Bond Strength

407

(3)

The Anchorage of Bars

410

(7)

Straight Anchorages for Bars with Tension

410

(1)

Hook Anchorages for Bars with Tension

411

(5)

Anchorage for Bars with Compression

416

(1)

Anchorage Requirements for Flexural Bond

417

(1)

Splices

418

(6)

Introduction

418

(1)

Tension Splices

419

(2)

Compression Splices

421

(2)

Mechanical or Contact Splices

423

(1)

References

424

(2)

Service Load Behavior

426

(70)

Service Load Performance

426

(1)

Elastic Theory for Stresses in Members due to Flexure

427

(34)

Effective Modulus of Elasticity

427

(1)

Elastic Theory Assumptions

428

(1)

Analysis of Beams Using the Internal Couple Approach

429

(7)

Analysis of Beams Using the Transformed Section Approach

436

(5)

Design of Beams Using the Alternative (Elastic Theory) Method

441

(9)

Analysis of Short :Columns

450

(7)

Shrinkage Stresses

457

(4)

Control of Deflections

461

(15)

The Need for Deflection Control

461

(2)

Method of Deflection Control

463

(2)

Calculation of Deflections

465

(5)

More Accurate Methods for Calculating Deflections

470

(6)

Control of Cracking

476

(18)

The Need for Crack Control

476

(1)

Causes of Cracking

477

(2)

Mechanism of Flexural Cracking

479

(11)

Control of Flexural Cracks in Design

490

(4)

References

494

(2)

Strength and Ductility of Frames

496

(114)

Introduction

496

(1)

Moment Redistribution and Plastic Hinge Rotation

496

(6)

Complete Analysis of Frames

502

(3)

Methods for Determining Bending Moment, Shear Force, and Axial Force Distributions at the Ultimate Load for Use in Design

505

(10)

The Elastic Bending Moment Diagram

505

(2)

The Elastic Bending Moment Diagram Modified for Moment Resistribution

507

(5)

Limit Design

512

(3)

Limit Design Methods

515

(30)

ACI-ASCE Committee 428 Report

515

(3)

Available Limit Design Methods

518

(3)

General Method for Calculating Required Plastic Hinge Rotations

521

(8)

Calculation of Service Load Moments and Stresses

529

(15)

Comments on Limit Design

544

(1)

Design for Seismic Loading

545

(62)

Basic Concepts

545

(2)

Displacement Ductility Requirements

547

(5)

Curvature Ductility Requirements

552

(2)

Determining Curvature Ductility Demand of Multistory Frames Using Static Collapse Mechanisms

554

(9)

Determining Curvature Ductility Demand of Multistory Frames Using Nonlinear Dynamic Analyses

563

(5)

Additional Factors in Analysis for Ductility

568

(12)

ACI Code Special Provisions for Seismic Design of Ductile Frames

580

(4)

Discussion of ACI Code Special Provisions for Seismic Design of Ductile Frames

584

(7)

An Alternative Procedcure for Calculating Special Transverse Reinforcement for Confinement in the Plastic Hinge Zones of Columns

591

(8)

Earthquake Energy Dissipation by Special Devices

599

(1)

Capacity Design for Seismic Loading of Frames

600

(7)

References

607

(3)

Shear Walls of Multistory Buildings

610

(53)

Introduction

610

(1)

The Behavior of Cantilever Walls

611

(22)

Tall Walls Having Rectangular Cross Sections

611

(7)

Squat Shear Walls Having Rectangular Cross Sections

618

(9)

Flanged Cantilver Shear Walls

627

(2)

Moment-Axial Load Interaction for Shear Wall Sections

629

(2)

Interaction of Cantilver Shear Walls with Each Other

631

(2)

Interaction of Shear Walls and Rigid Jointed Frames

633

(1)

Shear Walls With Openings

634

(3)

Coupled Shear Walls

637

(23)

Introduction

637

(1)

The Laminar Analysis Used to Predict Linear Elastic Response

638

(3)

Elastoplastic Behavior of Coupled Shear Walls

641

(16)

Experiments with Coupled Shear Walls

657

(1)

Summary of Design Principles

658

(2)

References

660

(3)

The Art of Detailing

663

(100)

Introduction

663

(1)

The Purpose of Reinforcement

664

(1)

Driectional Changes of Internal Forces

665

(4)

The Detailing of Beams

669

(17)

Localities for Anchorage

669

(6)

Interaction of Flexural and Shear Reinforcement

675

(5)

The Detailing of Support and Load Points

680

(5)

Cutting Off the Flexural Reinforcement

685

(1)

The Detailing of Compression Members

686

(4)

Brackets and Corbels

690

(10)

Behavior

690

(2)

Failure Mechanisms

692

(2)

Proportioning and Detailing of Corbels

694

(3)

Other Types of Bracket

697

(3)

Deep Beams

700

(16)

Introduction

700

(3)

Simply Supported Beams

703

(2)

Continuous Deep Beams

705

(2)

Web Reinforcement in Deep Beams

707

(7)

Introdcution of Concentrated Loads

714

(2)

Beam-Column Joints

716

(42)

Introduction

716

(1)

Knee Jonts

717

(9)

Exterior Joints of Multistory Plane Frames

726

(10)

Interior Joints of Multisotry Plane Frames

736

(10)

Suggestions for the Detailing of Joints

746

(4)

Joints of Multistory Space Frames

750

(8)

Conclusions

758

(1)

References

758

(5)

Index

763

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Reinforced Concrete Structures

Summary

Author Biography

Table of Contents

Supplemental Materials

FREE SHIPPING

Rent More, Save More! Use code: BBRENTAL

5% off 1 book, 7% off 2 books, 10% off 3+ books

Reinforced Concrete Structures

Summary

Author Biography

Table of Contents

Supplemental Materials

Digital License