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初等钢筋混凝土结构 第2版2025|PDF|Epub|mobi|kindle电子书版本百度云盘下载

初等钢筋混凝土结构 第2版
  • 李著璟著 著
  • 出版社: 清华大学出版社
  • ISBN:7302094527
  • 出版时间:2005
  • 标注页数:345页
  • 文件大小:97MB
  • 文件页数:40179257页
  • 主题词:钢筋混凝土结构-高等学校-教材-英文

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图书目录

CHAPTER 1 INTRODUCTION1

1.1 Reinforced Concrete Structures1

1.2 Design of Structures2

1.3 A Brief Historical Sketch4

1.4 Special Features of this Course6

CHAPTER 2 MECHANICAL PROPERTIES OF MATERIALS8

2.1 Reinforcing Steel8

2.2 Concrete10

2.3 Concerted Action of Concrete and Steel21

CHAPTER 3 LIMIT STATE DESIGN30

3.1 Limit State of a Structure30

3.2 Load Effect and Structural Resistance31

3.3 Reliability Analysis32

3.4 The Current Chinese Code Practice40

3.5 An Examplc of Design by Reliability Analysis45

CHAPTER 4 REINFORCED CONCRETE BEAMS48

4.1 Experimental Phenomena of Reinforced Concrete Beams48

4.2 Analysis of Stress on Section under Flexure51

4.3 Basic Assumptions52

4.4 The Equivalent Stress Block53

4.5 Balanced Section54

4.6 Ultimate Moment of a Rectangular Section with Tension Reinforcement55

4.7 Section with Compression Reinforcement65

4.8 Tee-Section72

4.9 Ductility of Section under Flexure80

CHAPTER 5 DIAGONAL SECTION STRENGTH UNDER FLEXURE84

5.1 Diagonal Cracks and Web Reinforcement84

5.2 Members without Web Reinforcement86

5.3 Web Reinforcement92

5.4 Details of Web Reinforcement96

5.5 Design Procedure of Web Reinforcement97

5.6 Moment Resistance of the Diagonal Section100

5.7 Example106

5.8 Bar Schedule109

5.9 Shear Stress in Beam of Variable Section112

CHAPTER 6 GIRDER-BEAM-SLAB SYSTEM114

6.1 Reinforced Concrete Girder-Beam-Slab System114

6.2 Load Transmission of Girder-Beam-Slab System116

6.3 Elastic Analysis of Reinforced Concrete Continuous Beams118

6.4 Plastic Redistribution of Moment121

6.5 Design of One-way Slab130

6.6 Design of Beams133

6.7 Design of Girders135

6.8 Example of One-way Slab Design138

6.9 Two-way Slabs145

CHAPTER 7 COLUMNS157

7.1 Introduction157

7.2 Rectangular Tension Column Sections160

7.3 Rectangular Compression Column Sections170

7.4 Correlation of Mu and Nu180

7.5 Moment Magnifying Coefficient183

7.6 Axially Loaded Column185

7.7 Bi-axial Eccentrically Loaded Column Section190

7.8 Detailing Requirement191

CHAPTER 8 TENSION MEMBERS194

8.1 Introduction194

8.2 Full Tension Section195

8.3 Partial Tension Section197

8.4 Correlation of Mu and Nu202

CHAPTER 9 TORSION203

9.1 The Cracking Torque203

9.2 Ultimate Torque206

9.3 Combined Action of Moment and Torque215

9.4 Torsional Stiffness218

9.5 Torsion as a Design Concern219

CHAPTER 10 LIMIT STATE OF SERVICEABILITY221

10.1 Introduction221

10.2 Cracking Strength of a Member222

10.3 Crack Width Control229

10.4 Deflection Control237

CHAPTER 11 CONTINUOUS REINFORCED CONCRETE STRUCTURES244

11.1 Introduction244

11.2 The Analysis of Reinforced Concrete Frames246

11.3 Side Sway of a Frame253

11.4 Changing in Length of Members254

11.5 The Second Order Analysis255

11.6 Continuous vs.Simple Structures258

CHAPTER 12 PRESTRESSED CONCRETE261

12.1 The Concept of Prestressing261

12.2 Method of Prestressing the Concrete263

12.3 Materials for Prestressed Concrete265

12.4 The Control Stress and the Loss of Prestress267

12.5 Prestressed Concrete Tension Members274

12.6 Prestressed Concrete Bending Members285

12.7 Shear Resistance of Prestressed Concrete Members297

12.8 Miscellaneous Problems301

APPENDIX308

COMPUTER PROGRAMS320

REFERENCES344

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