钢筋混凝土结构设计 英文版PDF|Epub|txt|kindle电子书版本网盘下载

钢筋混凝土结构设计 英文版PDF格式电子书版下载

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INTRODUCTION1

1 MATERIALS FOR REINFORCED CONCRETE3

1.1 Basic Concepts3

1.1.1 Materials for concrete3

1.1.2 Properties of the concrete mix7

1.1.3 Mixing and placing8

1.2 Concrete Technology11

1.2.1 Durability of concrete11

1.2.2 Mix Proportions12

1.3.1 Control of concrete quality16

1.3 Mix Design16

1.3.2 Mix design criteria17

1.3.3 Mix design based on statistical data18

1.3.4 Mix design based on a prescribed margin20

1.3.5 Mix design based on a prescribed water-cement ratio21

1.4 Concrete Testing21

1.4.1 Testing the constituents of the mix21

1.4.2 Testing for consistency of the mix25

1.4.3 Testing of the concrete25

1.5.2 Tensile strength26

1.5.1 Compressive strength26

1.5 Concrete Properties26

1.5.3 Modulus of elasticity27

1.5.4 Creep28

1.5.5 Shrinkage29

1.6 Reinforcement Properties29

1.6.1 Deformed bars29

1.6.2 Welding reinforcement30

1.6.3 Corrosion protection31

1.7 Supplementary Problems32

References33

2.2 Ultimate Limit State Procedure37

2.2.1 Strength design requirements37

2 LIMIT STATE PRINCIPLES37

2.1.1 Limit state requirements37

2.1 General Concepts37

2.2.2 Design strength and reduction factors39

2.2.3 Design load and load factors39

2.3 Serviceability Limit State Procedure40

2.3.1 Working stress design method40

2.3.2 Serviceability criteria42

2.4.1 Load types43

2.4.2 Loading combinations43

2.4 Loading Conditions43

2.4.3 Loading arrangements44

2.4.4 Moment redistribution48

2.4.5 Approximate design coefficients54

2.5 Supplementary problems56

References57

3 FLEXURE OF REINFORCED CONCRETE BEAMS59

3.1 General59

3.1.1 Types of members59

3.1.2 Reinforcement detailing60

3.2.1 Rectangular beam with tension reinforcement only62

3.2 Strength Design62

3.2.2 Rectangular beam with compression reinforcement78

3.2.3 Flanged section with tension reinforcement only83

3.3 Serviceability Requirements88

3.3.1 Crack control88

3.3.2 Deflections92

3.3.3 Working stress design method97

3.4 Supplementary problems104

References107

4.1.1 General shear concepts109

4.1 Design for Shear109

4 SHEAR AND TORSION OF CONCRETE BEAMS109

4.1.2 Design of beams without shear reinforcement113

4.1.3 Rectangular beam with shear reinforcement116

4.1.4 Shear in deep beams126

4.1.5 Design of corbels130

4.2 Design for Torsion135

4.2.1 General torsion concepts135

4.2.2 Design of beams without torsion reinforcement137

4.2.3 Rectangular beam with torsion reinforcement138

4.3.1 Shear reinforcement148

4.3 Reinforcement detailing148

4.3.2 Torsion reinforcement149

4.4 Supplementary problems150

References151

5 BOND AND ANCHORAGE153

5.1 General153

5.1.1 Bond effects in reinforced concrete153

5.2 Anchorage Requirements157

5.2.1 Development length: straight bars in tension157

5.2.2 Development length: straight bars in compression162

5.2.3 Bundled bars163

5.2.4 Development length: hooked bars in tension166

5.3.1 Curtailment of flexural reinforcement169

5.3 Curtailment Requirements169

5.3.2 Positive flexural reinforcement172

5.3.3 Negative flexural reinforcement173

5.4 Reinforcement Splices178

5.4.1 Splice lengths for tension reinforcement178

5.4.2 Splice lengths for compression reinforcement182

5.4.3 Welded splices and mechanical connections185

5.5 Reinforcement detailing185

5.5.1 Empirical detailing procedures185

5.6 Supplementary problems186

References188

6 DESIGN OF REINFORCED CONCRETE COLUMNS189

6.1 General Principles189

6.1.1 Column instability189

6.1.2 Effective column length190

6.1.3 Slenderness effects192

6.1.4 Reinforcement detailing198

6.2 Short Columns200

6.2.1 Short columns with axial load only200

6.2.2 Short columns with applied moment212

6.3.4 Biaxial bending212

6.3.1 Determination of P-Delta effects216

6.3 Long Columns216

6.3.2 Magnified moments: non-sway frames217

6.3.3 Magnified moments: sway frames220

6.4 Transfer of force at base of column223

6.4.1 Transfer by bearing on concrete223

6.4.2 Transfer by reinforcement224

6.5 Supplementary problems227

References230

7.1 General231

7.1.1 Types of slabs231

7 DESIGN OF REINFORCED CONCRETE SLABS231

7.2 One-way Slabs232

7.2.1 Design of one-way slabs232

7.2.2 Deflection criteria233

7.2.3 Reinforcement detailing233

7.3 Two-way Slabs237

7.3.1 Design of two-way slabs237

7.3.2 Direct design method237

7.3.3 Shear requirements242

7.3.4 Deflection criteria252

7.3.5 Reinforcement detailing258

7.4 Supplementary problems259

References260

8 DESIGN OF FOOTINGS261

8.1 General261

8.1.1 Types of footings261

8.1.2 Reinforcement detailing262

8.2 Design Requirements263

8.2.1 Strip footing263

8.2.2 Isolated column footing266

8.2.3 Isolated column footing with eccentric load277

8.2.4 Combined footing282

8.2.5 Strap footing292

8.2.6 Eccentric footing298

8.3 Supplementary problems304

References307

9 RETAINING WALLS309

9.1 General309

9.1.1 Types of retaining walls309

9.1.2 General design considerations310

9.2 Cantilever and Gravity Walls311

9.2.1 Design of cantilever retaining walls311

9.2.2 Reinforcement detailing313

9.2.3 Gravity retaining wall323

9.2.4 Counterfort retaining wall325

9.3 Sheet Pile Walls328

9.3.1 Cantilever sheet pile wall328

9.3.2 Anchored sheet pile wall330

9.4 Supplementary problems337

References338

10 PILED FOUNDATIONS339

10.1 General339

10.1.1 Using piled foundations339

10.2 Pile Group with Vertical Piles340

10.2.1 Vertical loading only340

10.2.2 Vertical and lateral loading342

10.3 Pile Group with Inclined Piles344

10.3.1 No rotation of pile cap344

10.3.2 Rotation of pile cap346

10.4 Pile Cap Design351

10.4.1 Beam analogy method351

10.4.2 Truss analogy method355

10.5 Supplementary problems359

References361

APPENDIX363

Structural Design Programs for the HP-48G Calculator363

INDEX383