PREFACE營II
CHAPTER 1?INTRODUCTION?
1.1?Reinforced Concrete Structures?
1.2?Design of Structures?
1.3?A Brief Historical Sketch?
1.4?Special Features of this Course?
CHAPTER 2?MECHANICAL PROPERTIES OF MATERIALS?
2.1?Reinforcing Steel?
2.2?Concrete?0
2.3?Concerted Action of Concrete and Steel?1
CHAPTER 3?LIMIT STATE DESIGN?0
3.1?Limit State of a Structure?0
3.2?Load Effect and Structural Resistance?1
3.3?Reliability Analysis?2
3.4?The Current Chinese Code Practice?0
3.5?An Example of Design by Reliability Analysis?5
CHAPTER 4?REINFORCED CONCRETE BEAMS?8
4.1?Experimental Phenomena of Reinforced Concrete Beams?8
4.2?Analysis of Stress on Section under Flexure?1
4.3?Basic Assumptions?2
4.4?The Equivalent Stress Block?3
4.5?Balanced Section?4
4.6?Ultimate Moment of a Rectangular Section with Tension Reinforcement?5
4.7?Section with Compression Reinforcement?5
4.8?Tee-Section?2
4.9?Ductility of Section under Flexure?0
CHAPTER 5?DIAGONAL SECTION STRENGTH UNDER FLEXURE?4
5.1?Diagonal Cracks and Web Reinforcement?4
5.2?Members without Web Reinforcement?6
5.3?Web Reinforcement?2
5.4?Details of Web Reinforcement?6
5.5?Design Procedure of Web Reinforcement?7
5.6?Moment Resistance of the Diagonal Section?00
5.7?Example?06
5.8?Bar Schedule?09
5.9?Shear Stress in Beam of Variable Section?12
CHAPTER 6?GIRDER-BEAM-SLAB SYSTEM?14
6.1?Reinforced Concrete Girder-Beam-Slab System?14
6.2?Load Transmission of Girder-Beam-Slab System?16
6.3?Elastic Analysis of Reinforced Concrete Continuous Beams?18
6.4?Plastic Redistribution of Moment?21
6.5?Design of One-way Slab?30
6.6?Design of Beams?33
6.7?Design of Girders?35
6.8?Example of One-way Slab Design?38
6.9?Two-way Slabs?45
CHAPTER 7?COLUMNS?57
7.1?Introduction?57
7.2?Rectangular Tension Column Sections?60
7.3?Rectangular Compression Column Sections?70
7.4?Correlation of Mu and Nu?80
7.5?Moment Magnifying Coefficient?83
7.6?Axially Loaded Column?85
7.7?Bi-axial Eccentrically Loaded Column Section?90
7.8?Detailing Requirement?91
CHAPTER 8?TENSION MEMBERS?94
8.1?Introduction?94
8.2?Full Tension Section?95
8.3?Partial Tension Section?97
8.4?Correlation of Mu and Nu?02
CHAPTER 9?TORSION?03
9.1?The Cracking Torque?03
9.2?Ultimate Torque?06
9.3?Combined Action of Moment and Torque?15
9.4?Torsional Stiffness?18
9.5?Torsion as a Design Concern?19
CHAPTER 10?LIMIT STATE OF SERVICEABILITY?21
10.1?Introduction?21
10.2?Cracking Strength of a Member?22
10.3?Crack Width Control?29
10.4?Deflection Control?37
CHAPTER 11?CONTINUOUS REINFORCED CONCRETE STRUCTURES?44
11.1?Introduction?44
11.2?The Analysis of Reinforced Concrete Frames?46
11.3?Side Sway of a Frame?53
11.4?Changing in Length of Members?54
11.5?The Second Order Analysis?55
11.6?Continuous vs. Simple Structures?58
CHAPTER 12?PRESTRESSED CONCRETE?61
12.1?The Concept of Prestressing?61
12.2?Method of Prestressing the Concrete?63
12.3?Materials for Prestressed Concrete?65
12.4?The Control Stress and the Loss of Prestress?67
12.5?Prestressed Concrete Tension Members?74
12.6?Prestressed Concrete Bending Members?85
12.7?Shear Resistance of Prestressed Concrete Members?97
12.8?Miscellaneous Problems?01
APPENDIX?08
COMPUTER PROGRAMS?20
REFERENCES?44
