JSCE Guidelines for Concrete No.3
Standard Specifications for Concrete Structures -2002 gStructural Performance Verificationh
CONTENTS
CHAPTER 1 GENERAL
1.1 Scope
1.2 Definitions
1.3 Notation
CHAPTER 2 BASIS OF DESIGN
2.1 General
2.2 Design life
2.3 Prerequisite of verification
2.4 Verification principles
2.5 Calculation of member forces and the capacity of member cross sectional capacities
2.6 Safety factors
2.7 Modification factors
2.8 Documentation of design calculations
2.9 Design drawings
CHAPTER 3 DESIGN VALUES FOR MATERIALS
3.1 General
3.2 Concrete
3.2.1 Strength
3.2.2 Design fatigue strength
3.2.3 Stress-strain curve
3.2.4 Tension softening properties
3.2.5 Young's modulus
3.2.6 Poisson's ratio
3.2.7 Thermal characteristics
3.2.8 Shrinkage
3.2.9 Creep
3.2.10 Influence of low temperature
3.3 Reinforcing steel
3.3.1 Strength
3.3.2 Design fatigue strength
3.3.3 Stress-strain curve
3.3.4 Young's modulus
3.3.5 Poisson's ratio
3.3.6 Coefficient of heat expansion
3.3.7 Relaxation ratio of prestressing steel
3.3.8 Influence of low temperature
CHAPTER 4 LOAD
4.1 General
4.2 Characteristic values of loads
4.3 Load factors
4.4 Kinds of load
4.4.1 Dead load
4.4.2 Live load
4.4.3 Earth pressure
4.4.4 Hydrostatic water pressure, fluid dynamic force and wave actions
4.4.5 Effect of temperature
4.4.6 Wind load
4.4.7 Snow load
4.4.8 Prestress
4.4.9 Shrinkage and creep of concrete
4.4.10 Loads during construction stage
4.4.11 Other loads
CHAPTER 5 STRUCTURAL ANALYSIS
5.1 General
5.2 Calculation of structural response for examination of ultimate limit state
5.3 Calculation of structural response for examination of serviceability limit state
5.4 Calculation of structural response for examination of fatigue limit state
CHAPTER 6 VERIFICATION OF STRUCTURAL SAFETY
6.1 General
6.2 Flexural moment and axial forces
6.2.1 Design capacity of member cross section
6.2.2 Structural details
6.3 Shear
6.3.1 General
6.3.2 Design shear forces of linear members
6.3.3 Design shear capacity of linear members
6.3.4 Design punching shear capacity of planar members
6.3.5 Design member forces in planar members subjected to in-plane forces
6.3.6 Design capacity of planar members subjected to in-plane forces
6.3.7 The design capacity for shear transfer
6.3.8 Structural details
6.4 Torsion
6.4.1 General
6.4.2 Design torsional capacity for members without torsion reinforcement
6.4.3 Design torsional capacity for members with torsion reinforcement
6.4.4 Structural details
6.5 Rigid body stability
CHAPTER 7 VERIFICATION OF SERVICEABILITY
7.1 General
7.2 Computation of stresses
7.3 Limiting value of stresses
7.4 Examination for cracking
7.4.1 General
7.4.2 Permissible crack width
7.4.3 Classification of environmental conditions
7.4.4 Examination for flexural cracks
7.4.5 Examination for concentration of chloride ions at the location
of the reinforcement
7.4.6 Examination for shear cracks
7.4.7 Examination for cracks due to torsion
7.4.8 Structural details
7.5 Examination for displacement and deformation
7.5.1 General
7.5.2 Permissible displacement and deformation
7.5.3 Examination for displacement and deformation
7.6 Examination for vibration
CHAPTER 8 VERIFICATION OF FATIGUE RESISTANCE
8.1 General
8.2 Examination of safety for fatigue
8.3 Design variable force and equivalent number of cycles
8.4 Computation of stress due to variable load
8.5 Fatigue strength of concrete members without shear reinforcement
CHAPTER 9 GENERAL STRUCTURAL DETAILS
9.0 Notation
9.1 General
9.2 Concrete cover
9.3 Clear distance
9.4 Bend configurations of reinforcement
9.4.1 Standard hooks
9.4.2 Longitudinal reinforcement
9.4.3 Stirrup, tie and hoop
9.4.4 Intermediate tie
9.4.5 Other reinforcement
9.5 Development of reinforcement
9.5.1 General
9.5.2 Performance of anchorages of reinforcement in concrete
9.5.2.1 Performance characteristics to be examined
9.5.2.2 Examination method
9.5.2.3 Static strength
9.5.2.4 Resistance to repeated high stresses
9.5.2.5 Resistance to fatigue to high cycle
9.5.2.6 Reliability of execution and other conditions
9.5.3 Critical sections to check development of reinforcement
9.5.4 Development length for reinforcement
9.5.5 Basic development length
9.6 Splices in reinforcement
9.6.1 General
9.6.2 Lap Splices
9.6.3 Performance of splices of reinforcement in concrete
9.6.3.1 Performance characteristics to be examined
9.6.3.2 Examination method
9.6.3.3 Static strength
9.6.3.4 Resistance to repeated high stresses
9.6.3.5 Resistance to high cycle fatigue
9.6.3.6 Reliability of execution and other conditions
9.7 Beveling
9.8 Additional reinforcement for exposed surfaces
9.9 Reinforcing for concentrated reactions
9.10 Reinforcing for openings
9.11 Construction joints
9.12 Expansion joints
9.13 Water-tight structures
9.14 Drainage and water proofing
9.15 Protection of concrete surface
9.16 Haunches
CHAPTER 10 PRESTRESSED CONCRETE
10.0 Notation
10.1 General
10.2 Classification of prestressed concrete
10.3 Prestress force
10.4 Serviceability limit state
10.4.1 Flexural moments and axial forces
10.4.2 Examination for shear and torsion
10.5 Examination for ultimate limit state
10.6 Examination for fatigue limit state
10.7 Examination during construction
10.8 Durability
10.9 Structural details
10.9.1 Prestressing tendons
10.9.2 Minimum amount of reinforcement
10.9.3 Additional reinforcement
10.9.4 Precast concrete members
CHAPTER 11 COMPOSITE STEEL AND CONCRETE STRUCTURE
11.1 General
11.2 General requirements for composite structures
11.3 Design method
11.3.1 Selection of steel
11.3.2 Verification method of performance
11.3.3 Shear connector
11.3.4 Examination of limit states during erection
11.4 Examination of completed structures containing some steel sections used
during erection
11.5 Structural performance of joints and corners
11.6 Effect of shrinkage and creep of in-filled concrete
11.7 Steel reinforced concrete members
11.7.1 Classification of structural types
11.7.2 Examination of ultimate limit state
11.7.3 Examination of serviceability limit state
11.7.4 Examination of fatigue limit state
11.7.5 Structural details
11.8 Concrete filled steel columns
11.8.1 Examination of ultimate limit state
11.8.2 Examination of serviceability limit state
11.8.3 Examination of fatigue limit state
11.8.4 Examination for placing concrete
11.8.5 Structural details
11.9 Sandwich members
11.9.1 Examination of ultimate limit state
11.9.2 Examination of serviceability limit state
11.9.3 Examination of fatigue limit state
11.9.4 Structural details
CHAPTER 12 DESIGN OF MEMBERS
12.1 Beams
12.1.1 General
12.1.2 Span length
12.1.3 Effective compression flange widths of T beams
12.1.4 Isolated beams
12.1.5 Continuous beams
12.1.6 Structural details
12.1.7 Deep beams
12.1.8 Corbels
12.2 Columns
12.2.1 General
12.2.2 Slenderness ratio
12.2.3 Short column
12.2.4 Long column
12.2.5 Tied reinforced columns
12.2.6 Spiral reinforced columns
12.2.7 Splices of reinforcement
12.3 Rigid frames
12.3.1 General
12.3.2 Structural analysis
12.3.3 Structural details
12.4 Arches
12.4.1 General
12.4.2 Structural analysis
12.4.3 Structural details
12.5 Design of planar members
12.5.1 Scope and definitions
12.5.2 Structural analysis of planar members
12.5.3 Examination of ultimate limit state
12.5.4 Examination of serviceability limit state
12.5.5 Examination of fatigue limit state
12.5.6 Design of slab
12.5.6.1 Structural analysis
12.5.6.2 Examination for design for applied member forces
12.5.6.3 Examination for design of slabs having different shapes
12.5.6.4 Structural details
12.5.7 Design of footing
12.5.7.1 General
12.5.7.2 Structural analysis
12.5.7.3 Examination for flexural moment
12.5.7.4 Examination for shear
12.5.7.5 Examination for punching shear
12.5.7.6 Examination for pull-out shear
12.5.7.7 Structural details
12.5.8 Design of shells and walls
12.6 Precast concrete
12.6.1 General
12.6.2 Shrinkage and creep of precast concrete
12.6.3 Relaxation ratio of prestressing steel
12.6.4 Loads
12.6.5 Unit weight
12.6.6 Connection
12.6.7 Concrete cover
12.6.8 Clear distance between reinforcing bars
CHAPTER 13 STRUT-AND-TIE MODEL
13.1 General
13.2 Strength of ties
13.2.1 Strength of steel ties
13.2.2 Strength of concrete ties
13.3 Strength of struts
13.3.1 Strength of concrete struts
13.3.2 Strength of concrete struts with reinforcement
13.3.3 Strength of confined concrete struts
13.3.4 Reduction in strut thickness
13.4 Strength of nodes and anchorages of reinforcing bars
13.4.1 General
13.4.2 Compression nodes
13.4.3 Anchorages of reinforcing bars