1.0.1 This Code is formulated with a view to implementing the "Construction Law of the People's Republic of China" and the "Law of the People's Republic of China on Protecting Against and Mitigating Earthquake Disasters", implementing the prevention-first guideline, as well as relieving the earthquake damage for buildings, avoiding human casualties and reducing economic losses after carrying out the building seismic fortification on the basis of the existing technologies and economic conditions.
1.0.2 This Code is applicable to the seismic design, seismic isolation, energy dissipation and shock absorption design of the general buildings whose seismic precaution intensity is 6, 7 and 8 and site category is Category III and Category IV in Shanghai City; the special buildings and industries shall be subject to the relevant standards and provisions under the special seismic design requirements of buildings.
Note: "seismic fortification intensity" is generally omitted in this Code, e.g. "seismic fortification intensity 6, 7 and 8" is referred to as "Intensity 6, Intensity 7 and Intensity 8".
1.0.3 As for the buildings designed according to this Code, their seismic fortification objectives include: under the impact of the frequent earthquakes below the local seismic fortification intensity, the buildings are generally free from any damage or can be in service continually without any repair; under the impact of the earthquakes equivalent to the local seismic fortification intensity, the buildings are possible to be damaged but still can be in service continually after general repair or without any repair; under the impact of the estimated rare earthquakes higher than the local seismic fortification intensity, the buildings are not collapsed or damaged badly enough to endanger the human lives.
1.0.4 Seismic design of buildings shall not only meet those specified in this Code, but also those specified in the relevant current standards of the Nation and Shanghai.
1 General Provisions
2 Terms and Symbols
2.1 Terms
2.2 Main Symbols
3 Basic Requirements of Seismic Design
3.1 Seismic Fortification Classification and Criterion of Buildings
3.2 Seismic Influence
3.3 Site and Subgrade
3.4 Building Design and Regularity of Building Structure
3.5 Structural System
3.6 Structural Analysis
3.7 Nonstructural Members
3.8 Seismic Isolation, Energy Dissipation and Shock Absorption Design
3.9 Materials and Construction
3.10 Seismic Response Observation System of Buildings
4 Site, Subgrade and Foundation
4.1 Site
4.2 Judgment and Treatment of Subgrade Liquefaction
4.3 Seismic Strength Checking of Subgrade and Foundation
4.4 Seismic Fortification Measures
5 Earthquake Action and Seismic Checking for Structures
5.1 General Requirements
5.2 Calculation of Horizontal Earthquake Action
5.3 Calculation of Vertical Earthquake Action
5.4 Section Seismic Check
5.5 Checking for Seismic Deformation
6 Multi-story and Tall Reinforced Concrete Buildings
6.1 General Requirements
6.2 Essentials in Calculation
6.3 Details of Seismic Design for the Frame Structures
6.4 Details of Seismic Design for the Seismic Wall Structures
6.5 Details of Seismic Design for the Frame-Seismic Wall Structures
6.6 Seismic Design Requirements for the Slab Column-Seismic Wall Structures
6.7 Seismic Design Requirements for the Tube Structures
7 Multi-Story Masonry Buildings and Buildings with Bottom-Frames and Inner-Frames
7.1 General Requirements
7.2 Essentials in Calculation
7.3 Constructional Measures for Multi-Story Brick Buildings
7.4 Seismic Structural Measures of the Multi-Story Buildings Built with Small Concrete Hollow Blocks
7.5 Constructional Measures of Bottom-frame Seismic-wall Buildings
7.6 Seismic Structural Measures for Multi-column Inner-Frame Buildings
7.7 Seismic Design Requirements for Buildings Whose Seismic Walls Are Consisted of Small Hollow Reinforced Concrete Blocks
7.8 Multi-story Split-story Brick Buildings
8 Steel Structure Buildings
8.1 Multi-Story Steel Structure Buildings
8.2 Single-story Steel Factory building
8.3 Lattice Truss Structure
9 Single-story Factory Buildings with Reinforced Concrete Columns and Single-story Factory Buildings with Brick Columns
9.1 Single-story Factory Buildings with RC Columns
9.2 Single-Story Factory Buildings with Brick Columns
10 Single-story Spacious Buildings
10.1 General Requirements
10.2 Essentials in Calculation
10.3 Details of Seismic Design
11 Design of Seismic Isolation and Energy Dissipation
11.1 General Requirements
11.2 Essentials in Design of Seismic Isolation of Buildings
11.3 The Design Requirements of Building Energy Dissipation
12 Nonstructural Members
12.1 General Requirements
12.2 Essentials in Calculation
12.3 Basic Seismic Fortification Measures of Nonstructural Members of Building
12.4 Essential Seismic Fortification Measures for Brackets of Auxiliary Electromechanical Equipments of Building
Appendix A Artificially-Simulated Earthquake Ground Acceleration Time-History Curve
Appendix B Requirements for Seismic Design of High Strength Concrete Structures
Appendix C Requirements for Seismic Design of Prestressed Concrete Structures
Appendix D Section Seismic Check for the Beam-column Joint Core Zone of Frames
Appendix E Requirements for Seismic Design of the Transfer Stories
Appendix F Adjustment on Earthquake Action Effects for the Transversal Bent of Single-story Factory Buildings
Appendix G Longitudinal Seismic Checking for Single-Story Factory Buildings with Reinforced Concrete Columns
Appendix H Modifying Stiffness Method for Longitudinal Seismic Calculation of Single-story Factory Buildings with Brick Columns
Appendix J Simplified Calculation of Seismic Isolation Design and Seismic Isolation Measures for Masonry Structures
Appendix K Explanation of Wording in This Code
Standard
DG J08-9-2003 Code for Seismic Design of Buildings (English Version)
Standard No.
DG J08-9-2003
Status
superseded
Language
English
File Format
PDF
Word Count
65,000 words
Price(USD)
600.0
Implemented on
2003-11-1
Delivery
via email in 1 business day
Detail of DG J08-9-2003
Standard No.
DG J08-9-2003
English Name
Code for Seismic Design of Buildings
Chinese Name
建筑抗震设计规程
Chinese Classification
P15
Professional Classification
DG
ICS Classification
Issued by
Shanghai Construction and Administration Committee
1.0.1 This Code is formulated with a view to implementing the "Construction Law of the People's Republic of China" and the "Law of the People's Republic of China on Protecting Against and Mitigating Earthquake Disasters", implementing the prevention-first guideline, as well as relieving the earthquake damage for buildings, avoiding human casualties and reducing economic losses after carrying out the building seismic fortification on the basis of the existing technologies and economic conditions.
1.0.2 This Code is applicable to the seismic design, seismic isolation, energy dissipation and shock absorption design of the general buildings whose seismic precaution intensity is 6, 7 and 8 and site category is Category III and Category IV in Shanghai City; the special buildings and industries shall be subject to the relevant standards and provisions under the special seismic design requirements of buildings.
Note: "seismic fortification intensity" is generally omitted in this Code, e.g. "seismic fortification intensity 6, 7 and 8" is referred to as "Intensity 6, Intensity 7 and Intensity 8".
1.0.3 As for the buildings designed according to this Code, their seismic fortification objectives include: under the impact of the frequent earthquakes below the local seismic fortification intensity, the buildings are generally free from any damage or can be in service continually without any repair; under the impact of the earthquakes equivalent to the local seismic fortification intensity, the buildings are possible to be damaged but still can be in service continually after general repair or without any repair; under the impact of the estimated rare earthquakes higher than the local seismic fortification intensity, the buildings are not collapsed or damaged badly enough to endanger the human lives.
1.0.4 Seismic design of buildings shall not only meet those specified in this Code, but also those specified in the relevant current standards of the Nation and Shanghai.
Contents of DG J08-9-2003
1 General Provisions
2 Terms and Symbols
2.1 Terms
2.2 Main Symbols
3 Basic Requirements of Seismic Design
3.1 Seismic Fortification Classification and Criterion of Buildings
3.2 Seismic Influence
3.3 Site and Subgrade
3.4 Building Design and Regularity of Building Structure
3.5 Structural System
3.6 Structural Analysis
3.7 Nonstructural Members
3.8 Seismic Isolation, Energy Dissipation and Shock Absorption Design
3.9 Materials and Construction
3.10 Seismic Response Observation System of Buildings
4 Site, Subgrade and Foundation
4.1 Site
4.2 Judgment and Treatment of Subgrade Liquefaction
4.3 Seismic Strength Checking of Subgrade and Foundation
4.4 Seismic Fortification Measures
5 Earthquake Action and Seismic Checking for Structures
5.1 General Requirements
5.2 Calculation of Horizontal Earthquake Action
5.3 Calculation of Vertical Earthquake Action
5.4 Section Seismic Check
5.5 Checking for Seismic Deformation
6 Multi-story and Tall Reinforced Concrete Buildings
6.1 General Requirements
6.2 Essentials in Calculation
6.3 Details of Seismic Design for the Frame Structures
6.4 Details of Seismic Design for the Seismic Wall Structures
6.5 Details of Seismic Design for the Frame-Seismic Wall Structures
6.6 Seismic Design Requirements for the Slab Column-Seismic Wall Structures
6.7 Seismic Design Requirements for the Tube Structures
7 Multi-Story Masonry Buildings and Buildings with Bottom-Frames and Inner-Frames
7.1 General Requirements
7.2 Essentials in Calculation
7.3 Constructional Measures for Multi-Story Brick Buildings
7.4 Seismic Structural Measures of the Multi-Story Buildings Built with Small Concrete Hollow Blocks
7.5 Constructional Measures of Bottom-frame Seismic-wall Buildings
7.6 Seismic Structural Measures for Multi-column Inner-Frame Buildings
7.7 Seismic Design Requirements for Buildings Whose Seismic Walls Are Consisted of Small Hollow Reinforced Concrete Blocks
7.8 Multi-story Split-story Brick Buildings
8 Steel Structure Buildings
8.1 Multi-Story Steel Structure Buildings
8.2 Single-story Steel Factory building
8.3 Lattice Truss Structure
9 Single-story Factory Buildings with Reinforced Concrete Columns and Single-story Factory Buildings with Brick Columns
9.1 Single-story Factory Buildings with RC Columns
9.2 Single-Story Factory Buildings with Brick Columns
10 Single-story Spacious Buildings
10.1 General Requirements
10.2 Essentials in Calculation
10.3 Details of Seismic Design
11 Design of Seismic Isolation and Energy Dissipation
11.1 General Requirements
11.2 Essentials in Design of Seismic Isolation of Buildings
11.3 The Design Requirements of Building Energy Dissipation
12 Nonstructural Members
12.1 General Requirements
12.2 Essentials in Calculation
12.3 Basic Seismic Fortification Measures of Nonstructural Members of Building
12.4 Essential Seismic Fortification Measures for Brackets of Auxiliary Electromechanical Equipments of Building
Appendix A Artificially-Simulated Earthquake Ground Acceleration Time-History Curve
Appendix B Requirements for Seismic Design of High Strength Concrete Structures
Appendix C Requirements for Seismic Design of Prestressed Concrete Structures
Appendix D Section Seismic Check for the Beam-column Joint Core Zone of Frames
Appendix E Requirements for Seismic Design of the Transfer Stories
Appendix F Adjustment on Earthquake Action Effects for the Transversal Bent of Single-story Factory Buildings
Appendix G Longitudinal Seismic Checking for Single-Story Factory Buildings with Reinforced Concrete Columns
Appendix H Modifying Stiffness Method for Longitudinal Seismic Calculation of Single-story Factory Buildings with Brick Columns
Appendix J Simplified Calculation of Seismic Isolation Design and Seismic Isolation Measures for Masonry Structures
Appendix K Explanation of Wording in This Code
