Hybrid Structure Series 02
Guidelines for Performance Verification of Steel-Concrete Hybrid Structures
Contents
PART 1 GENERAL PRINCIPLE
Chapter 1 General Rules
1.1 Scope
1.2 Definitions
1.3 Notations
Chapter 2 Performance Requirement and Method of Verification
2.1 General
2.2 Performance Requirement and Target Performance of Structure
2.3 Performance Verification of Structure
2.4 Method of Verification
2.5 Design Life
2.6 Verification for Change in Performance with Time
Chapter 3 Action
3.1 General
3.2 Loads for Verification
3.3 Characteristic Values of Load
3.4 Load Factors
3.5 Kind of Loads
Chapter 4 Design Values of Materials
4.1 General
4.2 Concrete
4.3 Reinforcing Bars and Prestressing Steel
4.4 Structural Steel
4.5 Strength of Connections
4.6 Shear Connectors
Chapter 5 Structural Analysis and Calculation of Response
5.1 General
5.2 Modeling of Structure
5.3 Calculation of Response
5.4 Calculation of Crack Width
Chapter 6 Shear Connectors
6.1 General
6.2 Types of Shear Connectors
6.3 Method of Verification
6.4 Design Resistance of Shear Connectors
Chapter 7 Structural Details
7.1 General
7.2 Cover Thickness
7.3 Clearance of Steel
7.4 Anchorage of Steel
Chapter 8 Construction
8.1 General
8.2 Fabrication of Steel Members
8.3 Placing of Concrete
8.4 Design Report
PART 2 COMPOSITE BEAM
Chapter 1 General Rules
1.1 Scope
1.2 Definition of Terms
1.3 Notations
Chapter 2 Performance Requirement and Method of Verification
2.1 General
2.2 Performance Requirement and Target Performance
2.3 Method of Verification
Chapter 3 Action
3.1 General
Chapter 4 Design Values of Materials
4.1 General
Chapter 5 Structural Analysis and Calculation of Response
5.1 General
5.2 Method of Structural Analysis for Performance Verification
5.3 Analytical Model
5.4 Calculation of Stress Resultant
Chapter 6 Verification of Safety
6.1 General
6.2 Verification for Member Failure
6.3 Verification for Fatigue Failure
Chapter 7 Verification of Serviceability
7.1 General
7.2 Verification of Comfortable Ride and Comfortable Walk
7.3 Verification of Noise and Vibration
7.4 Verification for Appearance
7.5 Verification for Water Tightness
Chapter 8 Verification of Restorability
8.1 General
8.2 Verification of Restorability
Chapter 9 Verification of Change in Performance with Time
9.1 General
Chapter 10 Structural Details
10.1 General
10.2 Steel Beam
10.3 Concrete Slab
10.4 Steel Framed Reinforced Concrete Beam
10.5 Water Proofing Layer
Chapter 11 Construction
11.1 General
11.2 Removal of Forms and Supports
11.3 Handling of Load at Construction
PART 3 COMPOSITE SLAB
Chapter 1 General Rules
1.1 Scope
1.2 Definitions
1.3 Notations
Chapter 2 Performance Requirement and Method of Verification
2.1 General
2.2 Performance Requirement and Target Performance
2.3 Method of Verification
Chapter 3 Action
3.1 General
Chapter 4 Design Values of Materials
4.1 General
4.2 Structural Steel
4.3 Shear Connector
Chapter 5 Structural Analysis and Calculation of Response
5.1 General
5.2 Calculation of Stress Resultant
Chapter 6 Verification of Safety
6.1 General
6.2 Fundamental Verification for Static Failure
6.3 Verification for Fatigue Failure
Chapter 7 Verification of Serviceability
7.1 General
7.2 Verification of Riding Comfort and Walking Feelings
7.3 Verification of Noise and Vibration
7.4 Verification of Appearance
7.5 Verification of Water Tightness and Air Permeability
Chapter 8 Verification of Restorability
8.1 General
8.2 Verification of Restorability
Chapter 9 Verification of Change in Performance with Time
9.1 General
Chapter 10 Structural Details
10.1 General
10.2 Thickness of Steel Plate
10.3 Spacing of Shear Connectors
10.4 Height of Shear Connector
10.5 Waterproofing Layer
10.6 Monitoring Hole of Bottom Steel Plate
Chapter 11 Construction
11.1 General
11.2 Transportation of Steelwork
11.3 Settlement of Steelwork
11.4 On-the-Spot Welding Joint of Steel Plate
11.5 Sealing
PART 4 STEEL REINFORCED CONCRETE COLUMN
Chapter 1 General Rules
1.1 Scope
1.2 General Requirements
1.3 Definitions
1.4 Notations
Chapter 2 Performance Requirement and Method of Verification
2.1 General
2.2 Performance Requirement and Target Performance
2.3 Method of Verification
Chapter 3 Action
3.1 General
3.2 Type of Load and Determination of Characteristic Value
Chapter 4 Design Values of Materials
4.1 General
Chapter 5 Structural Analysis and Response of Structure
5.1 General
Chapter 6 Verification of Safety
6.1 General
6.2 Verification of Member Failure
6.3 Verification for Fatigue Failure
Chapter 7 Verification of Serviceability
7.1 General
7.2 Verification of Riding Comfort and Walking Feelings
7.3 Verification of Noise and Vibration
7.4 Verification of Appearance
7.5 Verification of Water Tightness
Chapter 8 Verification of Restorability
8.1 General
8.2 Verification of Restorability
Chapter 9 Verification of Change in Performance with Time
9.1 General
Chapter 10 Structural Details
10.1 General
10.2 Concrete Cover
10.3 Minimum Amount of Steel and Maximum Amount of Steel
10.4 Structural Details Concerning Seismic Performance
10.5 Steel Pipe of Column with Steel Pile Encased with Reinforced Concrete
10.6 Top and Bottom Edges of Column with Steel Pipe Encased with Reinforced Concrete
PART 5 CONCRETE-FILLED TUBULAR STEEL COLUMN
Chapter 1 General Rules
1.1 Scope
1.2 Definitions
1.3 Notations
Chapter 2 Performance Requirement and Method of Verification
2.1 General
2.2 Performance Requirement and Target Performance
2.3 Method of Verification
Chapter 3 Action
3.1 General
3.2 Type of Load and Determination of Characteristic Value
3.3 Combination of Design Load Actions
Chapter 4 Design Values of Materials
4.1 General
4.2 Concrete
4.3 Steel Tube
Chapter 5 Structural Analysis and Calculation of Response
5.1 General
Chapter 6 Verification of Safety
6.1 General
6.2 Verification of Member Failure
6.3 Verification for Fatigue Failure
Chapter 7 Verification of Serviceability
7.1 General
7.2 Verification for Riding Comfort and Walking Feelings
7.3 Verification for Noise and Vibration
7.4 Verification for Appearance
7.5 Verification for Water Tightness
Chapter 8 Verification of Restorability
8.1 General
8.2 Verification of Restorability
Chapter 9 Verification of Change in Performance with Time
9.1 General
9.2 Examination of Corrosion of Steel
Chapter 10 Structural Details
10.1 General
10.2 Connection of Beam and Column
10.3 Column Base Part
10.4 Diaphragm
10.5 Shear Connector
PART 6 MIXED STRUCTURE
Chapter 1 General Rules
1.1 Scope
1.2 Area of Connected Part
Chapter 2 Performance Requirement and Method of Verification
2.1 General
2.2 Performance Requirement and Target Performance
2.3 Method of Verification
2.4 Verification of Change in Performance with Time
Chapter 3 Action
3.1 General
Chapter 4 Design Values of Materials
4.1 General
Chapter 5 Structural Analysis and Calculation of Response
5.1 General
5.2 Modeling of Structural Elements
5.3 Modeling of Connection
Chapter 6 Construction
6.1 General
APPENDIX
Shear Connector
1 General
2 Kinds of Shear Connector
3 Design Shear Capacity of Shear Connector
3.1 Stud
3.2 Steel section dowel
3.3 Block dowel
3.4 Perforated-bond plate