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Position: Chinese Standard in English/GB 50191-2012
GB 50191-2012   Design code for antiseismic of special structures (English Version)
Standard No.: GB 50191-2012 Status:valid remind me the status change

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Language:English File Format:PDF
Word Count: 90000 words Price(USD):300.0 remind me the price change

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Implemented on:2012-10-1 Delivery: via email in 1 business day
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Standard No.: GB 50191-2012
English Name: Design code for antiseismic of special structures
Chinese Name: 构筑物抗震设计规范
Professional Classification: GB    National Standard
Issued by: MOHURD
Issued on: 2012-05-28
Implemented on: 2012-10-1
Status: valid
Superseding:GB 50191-1993 Design code for antiseismic of special structures
Language: English
File Format: PDF
Word Count: 90000 words
Price(USD): 300.0
Delivery: via email in 1 business day
1.0.1 This code is formulated with a view to implementing the national laws and regulations on the seismic protection and disaster mitigation and the prevention-first policy so that the special structures can relieve seismic damage after seismic fortification to avoid casualties or complete loss of use function and minimize economic loss. 1.0.2 This code is applicable to seismic design of special structures at the area with Intensity 6 ~ Intensity 9 seismic precautionary intensity. 1.0.3 The seismic precautionary objective for the special structures, subjected to the seismic design according to this code, within 50-year design service life: the main structure shall not be damaged or not required to be repaired and may continue in service in case of being suffered from the frequent earthquakes below seismic precautionary intensity of this area; the damaged structure may continue in service after general repair in case of being suffered from precautionary earthquake equivalent to seismic precautionary intensity of this area; the integral collapse shall be avoided in case of being suffered from the rare earthquake higher than seismic precautionary intensity of this area. 1.0.4 The special structures with Intensity 6 or above seismic precautionary intensity must be subjected to seismic design. 1.0.5 The seismic precautionary intensity and the design parameters of ground motion must be determined according to the documents (graphic documents) approved and issued by the national authority and adopted according to the approval documents. 1.0.6 The seismic precautionary intensity shall adopt the basic seismic intensity in the current national standard "Seismic Ground Motion Parameter Zonation Map of China" GB 18306 or the intensity corresponding to the design basic acceleration value of ground motion in this code. The engineering site subjected to the seismic safety evaluation should be subjected to seismic fortification according to approved seismic precautionary intensity or the design parameters of ground motion. 1.0.7 The seismic design of special structures shall meet not only the requirements stipulated in this code, but also the provisions of the related current national standards.
Foreword I 1 General Requirement 2 Terms and Symbols 2.1 Terms 2.2 Symbols 3 Basic Requirements 3.1 Category and Criterion for Seismic Precaution of Special Structures 3.2 Earthquake Strong Motion 3.3 Site and Base 3.4 Structural System and Seismic Design Requirements 3.5 Structural Analysis 3.6 Nonstructural Components 3.7 Materials and Construction 4 Site, Soil and Foundation 4.1 Site 4.2 Foundations on Soil 4.3 Liquefaction Soil 4.4 Seismic Subsidence of Soft Soil 4.5 Pile Foundations 4.6 Seismic Stability of Slope 5 Earthquake Action and Seismic Checking 5.1 General Requirement 5.2 Horizontal Earthquake Action 5.3 Vertical Earthquake Action 5.4 Checking for Strength 5.5 Checking for Deformation 6 Reinforced Concrete Frame-bent Structures 6.1 General Requirement 6.2 Essentials in Calculation 6.3 Details for Frame 6.4 Details for Frame-walls 6.5 Details for Bents 7 Steel Frame-bent Structure 7.1 General Requirement 7.2 Essentials in Calculation 7.3 Modification of Seismic Action Effect on Structure 7.4 Seismic Checking for Beam, Column and Joint 7.5 Seismic Checking for Connections of Structural Components 7.6 Seismic Design for the Braces 7.7 Details for Steel Frame Bent Structures 8 Steel Structures for Boilers 8.1 General Requirement 8.2 Essentials in Calculation 8.3 Details for Steel Structure Boilers 9 Silo 9.1 General Requirement 9.2 Essentials in Calculation 9.3 Details for Silos 10 Shaft Headframe 10.1 General Requirement 10.2 Essentials in Calculation 10.3 Details for Reinforced Concrete Headframe 10.4 Details for Steel Headframe 11 Shaft Tower 11.1 General Requirement 11.2 Essentials in Calculation 11.3 Details for Reinforced Concrete Shaft Tower 11.4 Details for Steel Shaft Tower 12 Hyperbolic Cooling Tower 12.1 General Requirement 12.2 Essentials in Calculation 12.3 Details for Hyperbolic Cooling Tower 13 Television Tower 13.1 General Requirement 13.2 Essentials in Calculation 13.3 Details for Television Tower 14 Foundation of Petrochemical Tower-type Equipment 14.1 General Requirement 14.2 Essentials in Calculation 14.3 Details for Foundation of Petrochemical Tower-type Equipment 15 Foundation of Coke Oven 15.1 General Requirement 15.2 Essentials in Calculation 15.3 Details for Foundation of Coke Oven 16 Belt-conveyor Corridor 16.1 General Requirement 16.2 Essentials in Calculation 16.3 Details for Belt-conveyor Corridor 17 Pipe Support Framework 17.1 General Requirement 17.2 Essentials in Calculation 17.3 Details for Pipe Support Framework 18 Concentration Tank 18.1 General Requirement 18.2 Essentials in Calculation 18.3 Details of Seismic Design 19 Foundation of Atmosphiric Vertical Cylindrical Tank 19.1 General Requirement 19.2 Essentials in Calculation 19.3 Details for Foundation of Atmosphiric Vertical Cylindrical Tank 20 Foundation of Spherical Tank 20.1 General Requirement 20.2 Essentials in Calculation 20.3 Details for Foundation of Spherical Tank 21 Foundation of Horizontal Equipment 21.1 General Requirement 21.2 Essentials in Calculation 21.3 Details for Foundation of Horizontal Equipment 22 Structure of Blast Furnaces System 22.1 General Requirement 22.2 Blast Furnace 22.3 Hot-blast Stove 22.4 Dust Collector and Washing Tower 23 Tailing Dam 23.1 General Requirement 23.2 Essentials in Calculation 23.3 Details for Tailing Dam 24 Cableway Support Framework 24.1 General Requirement 24.2 Essentials in Calculation 24.3 Details for Cableway Support Framework 25 Retaining Structure 25.1 General Requirement 25.2 Calculation of Seismic Earth Pressure 25.3 Essentials in Calculation 25.4 Details for Retaining Structure Appendix A The Earthquake Intensity, Basic Acceleration of Ground Motion and Design Earthquake Groups of Main Cities in China Appendix B Determination of Shear-wave Velocity of Soil Layer Appendix C Computational Condition of Plane Frame-bent Structure and Modified Coefficient of Spatial Seismic Action Effect Appendix D Seismic Design for the Core Zone of Column-beam Joint of Frames Appendix E Simplified Seismic Calculation of Wind Resisting Column for Gable Wall Appendix F Calculation of Lateral Displacement Stiffness and Internal Force of Steel Bracing Memebers
Referred in GB 50191-2012:
* GB 50007-2011 Code for design of building foundation
* GB 50010-2010(2015) Code for design of concrete structures
* GB 50011-2010 Code for seismic design of buildings
* GB 50017-2003 Code for design of steel structures
* GB 50135-2006 Code for design of high-rising structures
* GB 50204-2015 Code for acceptance of constructional quallty of concrete structures
* GB 50223-2008 Standard for Classification of Seismic Protection of Building Cons
* GB 50330-2013 Technical code for building slope engineering
* GB/T 5313-2010 Steel plates with through-thickness characteristics
* GB 18306-2015 Seismic ground motion parameter zonation map of China
GB 50191-2012 is referred in:
GB 50011-2010 Code for seismic design of buildings
* GB 50059-2011 Code for Design of 35kV~110kV Substation
* GB 50660-2011 Code for Designing large and Middle Fossil Fuel Power Plant
* GB 50620-2010 Code for design of viscose fibre plant
* GB 16912-2008 Safety Technical Regulation for Oxygen and Relative Gases Produced with Cryogenic Method
* GB 50936-2014
* GB 50011-2010 Code for seismic design of buildings
* GB 50011-2010 Code for seismic design of buildings
* GB 50011-2010 Code for seismic design of buildings
* GB 50011-2010 Code for seismic design of buildings
* GB 50059-2011 Code for Design of 35kV~110kV Substation
* GB 50660-2011 Code for Designing large and Middle Fossil Fuel Power Plant
* GB 50620-2010 Code for design of viscose fibre plant
* GB 50011-2010 Code for seismic design of buildings
* GB 16912-2008 Safety Technical Regulation for Oxygen and Relative Gases Produced with Cryogenic Method
* GB 50011-2010 Code for seismic design of buildings
* GB 50011-2010 Code for seismic design of buildings
* GB/T 50934-2013 Technical Code for Seepage Prevention in Petrochemical Engineering
* GB/T 50934-2013 Technical Code for Seepage Prevention in Petrochemical Engineering
* GB 50011-2010 Code for seismic design of buildings
* GB 50011-2010 Code for seismic design of buildings
* GB 50011-2010 Code for seismic design of buildings
* GB 50011-2010 Code for seismic design of buildings
* GB 50011-2010 Code for seismic design of buildings
* GB 50011-2010 Code for seismic design of buildings
* DL/T 5174-2003 Code for Design of Gas-Steam Combined-cycle Power Plant
* GB 50011-2010 Code for seismic design of buildings
* DL/T 5219-2005 Technical regulation for designing foundation of overhead transmission line
* GB/T 50938-2013 Technical Code for Low Temperature Steel Storage Tanks in Petrochemical Engineering
* GB 50341-2014 Code for design of vertical cylindrical welded steel oil tanks
* GB 50737-2011 Code for design of petroleum storage depot
*GB 50011-2010(2016) Code for Seismic Design of Buildings (2016)
*GB 50017-2017 Code for design of steel structures
*DL/T 5339-2006 Code for hydraulic design of fossil fuel power plants
*SH/T 3132-2013 Design specification for reinforced concrete tanks in petrochemical industry
*GB 51019-2014 Code for design of pipe racks and pipe sleepers in chemical industry
*GB 50454-2020 Standard for design of aero-engine test cell
*SH 3147-2014 Code for seismic design of special structures for petrochemical
*GB 51156-2015 Code for design of liquefied natural gas receiving terminal
*GB 39496-2020 Safety regulation for tailings pond
Code of China
Standard
GB 50191-2012  Design code for antiseismic of special structures (English Version)
Standard No.GB 50191-2012
Statusvalid
LanguageEnglish
File FormatPDF
Word Count90000 words
Price(USD)300.0
Implemented on2012-10-1
Deliveryvia email in 1 business day
Detail of GB 50191-2012
Standard No.
GB 50191-2012
English Name
Design code for antiseismic of special structures
Chinese Name
构筑物抗震设计规范
Chinese Classification
Professional Classification
GB
ICS Classification
Issued by
MOHURD
Issued on
2012-05-28
Implemented on
2012-10-1
Status
valid
Superseded by
Superseded on
Abolished on
Superseding
GB 50191-1993 Design code for antiseismic of special structures
Language
English
File Format
PDF
Word Count
90000 words
Price(USD)
300.0
Keywords
GB 50191-2012, GB/T 50191-2012, GBT 50191-2012, GB50191-2012, GB 50191, GB50191, GB/T50191-2012, GB/T 50191, GB/T50191, GBT50191-2012, GBT 50191, GBT50191
Introduction of GB 50191-2012
1.0.1 This code is formulated with a view to implementing the national laws and regulations on the seismic protection and disaster mitigation and the prevention-first policy so that the special structures can relieve seismic damage after seismic fortification to avoid casualties or complete loss of use function and minimize economic loss. 1.0.2 This code is applicable to seismic design of special structures at the area with Intensity 6 ~ Intensity 9 seismic precautionary intensity. 1.0.3 The seismic precautionary objective for the special structures, subjected to the seismic design according to this code, within 50-year design service life: the main structure shall not be damaged or not required to be repaired and may continue in service in case of being suffered from the frequent earthquakes below seismic precautionary intensity of this area; the damaged structure may continue in service after general repair in case of being suffered from precautionary earthquake equivalent to seismic precautionary intensity of this area; the integral collapse shall be avoided in case of being suffered from the rare earthquake higher than seismic precautionary intensity of this area. 1.0.4 The special structures with Intensity 6 or above seismic precautionary intensity must be subjected to seismic design. 1.0.5 The seismic precautionary intensity and the design parameters of ground motion must be determined according to the documents (graphic documents) approved and issued by the national authority and adopted according to the approval documents. 1.0.6 The seismic precautionary intensity shall adopt the basic seismic intensity in the current national standard "Seismic Ground Motion Parameter Zonation Map of China" GB 18306 or the intensity corresponding to the design basic acceleration value of ground motion in this code. The engineering site subjected to the seismic safety evaluation should be subjected to seismic fortification according to approved seismic precautionary intensity or the design parameters of ground motion. 1.0.7 The seismic design of special structures shall meet not only the requirements stipulated in this code, but also the provisions of the related current national standards.
Contents of GB 50191-2012
Foreword I 1 General Requirement 2 Terms and Symbols 2.1 Terms 2.2 Symbols 3 Basic Requirements 3.1 Category and Criterion for Seismic Precaution of Special Structures 3.2 Earthquake Strong Motion 3.3 Site and Base 3.4 Structural System and Seismic Design Requirements 3.5 Structural Analysis 3.6 Nonstructural Components 3.7 Materials and Construction 4 Site, Soil and Foundation 4.1 Site 4.2 Foundations on Soil 4.3 Liquefaction Soil 4.4 Seismic Subsidence of Soft Soil 4.5 Pile Foundations 4.6 Seismic Stability of Slope 5 Earthquake Action and Seismic Checking 5.1 General Requirement 5.2 Horizontal Earthquake Action 5.3 Vertical Earthquake Action 5.4 Checking for Strength 5.5 Checking for Deformation 6 Reinforced Concrete Frame-bent Structures 6.1 General Requirement 6.2 Essentials in Calculation 6.3 Details for Frame 6.4 Details for Frame-walls 6.5 Details for Bents 7 Steel Frame-bent Structure 7.1 General Requirement 7.2 Essentials in Calculation 7.3 Modification of Seismic Action Effect on Structure 7.4 Seismic Checking for Beam, Column and Joint 7.5 Seismic Checking for Connections of Structural Components 7.6 Seismic Design for the Braces 7.7 Details for Steel Frame Bent Structures 8 Steel Structures for Boilers 8.1 General Requirement 8.2 Essentials in Calculation 8.3 Details for Steel Structure Boilers 9 Silo 9.1 General Requirement 9.2 Essentials in Calculation 9.3 Details for Silos 10 Shaft Headframe 10.1 General Requirement 10.2 Essentials in Calculation 10.3 Details for Reinforced Concrete Headframe 10.4 Details for Steel Headframe 11 Shaft Tower 11.1 General Requirement 11.2 Essentials in Calculation 11.3 Details for Reinforced Concrete Shaft Tower 11.4 Details for Steel Shaft Tower 12 Hyperbolic Cooling Tower 12.1 General Requirement 12.2 Essentials in Calculation 12.3 Details for Hyperbolic Cooling Tower 13 Television Tower 13.1 General Requirement 13.2 Essentials in Calculation 13.3 Details for Television Tower 14 Foundation of Petrochemical Tower-type Equipment 14.1 General Requirement 14.2 Essentials in Calculation 14.3 Details for Foundation of Petrochemical Tower-type Equipment 15 Foundation of Coke Oven 15.1 General Requirement 15.2 Essentials in Calculation 15.3 Details for Foundation of Coke Oven 16 Belt-conveyor Corridor 16.1 General Requirement 16.2 Essentials in Calculation 16.3 Details for Belt-conveyor Corridor 17 Pipe Support Framework 17.1 General Requirement 17.2 Essentials in Calculation 17.3 Details for Pipe Support Framework 18 Concentration Tank 18.1 General Requirement 18.2 Essentials in Calculation 18.3 Details of Seismic Design 19 Foundation of Atmosphiric Vertical Cylindrical Tank 19.1 General Requirement 19.2 Essentials in Calculation 19.3 Details for Foundation of Atmosphiric Vertical Cylindrical Tank 20 Foundation of Spherical Tank 20.1 General Requirement 20.2 Essentials in Calculation 20.3 Details for Foundation of Spherical Tank 21 Foundation of Horizontal Equipment 21.1 General Requirement 21.2 Essentials in Calculation 21.3 Details for Foundation of Horizontal Equipment 22 Structure of Blast Furnaces System 22.1 General Requirement 22.2 Blast Furnace 22.3 Hot-blast Stove 22.4 Dust Collector and Washing Tower 23 Tailing Dam 23.1 General Requirement 23.2 Essentials in Calculation 23.3 Details for Tailing Dam 24 Cableway Support Framework 24.1 General Requirement 24.2 Essentials in Calculation 24.3 Details for Cableway Support Framework 25 Retaining Structure 25.1 General Requirement 25.2 Calculation of Seismic Earth Pressure 25.3 Essentials in Calculation 25.4 Details for Retaining Structure Appendix A The Earthquake Intensity, Basic Acceleration of Ground Motion and Design Earthquake Groups of Main Cities in China Appendix B Determination of Shear-wave Velocity of Soil Layer Appendix C Computational Condition of Plane Frame-bent Structure and Modified Coefficient of Spatial Seismic Action Effect Appendix D Seismic Design for the Core Zone of Column-beam Joint of Frames Appendix E Simplified Seismic Calculation of Wind Resisting Column for Gable Wall Appendix F Calculation of Lateral Displacement Stiffness and Internal Force of Steel Bracing Memebers
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Keywords:
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