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GB 18306-2001   Seismic ground motion parameter zonation map of China (English Version)
Standard No.: GB 18306-2001 Status:superseded remind me the status change

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Implemented on:2001-8-1 Delivery: via email in 1 business day

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,2016-6-1,2001-8-1,14113818177175975DB7A0CA05654
Standard No.: GB 18306-2001
English Name: Seismic ground motion parameter zonation map of China
Chinese Name: 中国地震动参数区划图
Chinese Classification: P15    Engineering seismic resistance
Professional Classification: GB    National Standard
ICS Classification: 91.120.25 91.120.25    Seismic and vibration protection 91.120.25
Source Content Issued by: SQTSB
Issued on: 2001-02-02
Implemented on: 2001-8-1
Status: superseded
Superseded by:GB 18306-2015 Seismic ground motion parameter zonation map of China
Superseded on:2016-6-1
Target Language: English
File Format: PDF
Word Count: 1500 words
Translation Price(USD): 369.0
Delivery: via email in 1 business day
1 Scope This standard specifies seismic ground motion parameter zonation map of China, and its technical element and application provisions. This standard is applicable to seismic resistance of construction, renovation and extension engineering and preparation of socioeconomic development and Utilization of territory planning. 2 Definitions The following definitions are adopted in this standard. 2.1 Seismic ground motion parameter zonation It is taken seismic peak ground acceleration and characteristic period of the seismic response spectrum as indexes and divided into the land into the areas with different requirements for seismic resistance. 2.2 Seismic peak ground acceleration It refers to the horizontal acceleration corresponding to maximum value of seismic acceleration response spectrum. 2.3 Characteristic period of the seismic response spectrum It refers to a period of the points when seismic acceleration response spectrum starts to drop. 2.4 Probability of exceedance It refers to probability when a certain field encounters possibly is larger than or equal to given seismic ground motion parameter. 2.5 Requirements for seismic resistance; requirement for fortification against earth-quake It refers to criteria of construction engineering to defend seismic damage and the seismic intensity or seismic ground motion parameter adopted by seismic design under a certain risk level. 3 Technical Requirements 3.1 The scales of "Seismic Peak Ground Acceleration Zonation Map of China" and "Characteristic Period of the Seismic Response Spectrum Zonation Map of China" are 1: 4000000. 3.2 Seismic resistance level of "Seismic Peak Ground Acceleration Zonation Map of China" and "Characteristic Period of the Seismic Response Spectrum Zonation Map of China" is 10% probability of exceedance for 50 years. 3.3 The site conditions of "Seismic Peak Ground Acceleration Zonation Map of China" and "Characteristic Period of the Seismic Response Spectrum Zonation Map of China" are flat and stable common (half hard) sites. 3.4 "Characteristic Period of the Seismic Response Spectrum Adjustment Sheet" is divided by four kinds of sites.
Foreword I 1 Scope 2 Definitions 3 Technical Requirements 4 Application Requirements Appendix A (Normative) Seismic Peak Ground Acceleration Zonation Map of China (See Figure A1) Appendix B (Normative) Characteristic Period of the Seismic Response Spectrum Zonation Map of China (See Figure B1) Appendix C (Normative) Characteristic Period of the Seismic Response Spectrum Adjustment Sheet (See Table C1) Appendix D (Informative) Concerning Description of Transition from Basic Seismic Intensity to Seismic Ground Motion Parameter
Referred in GB 18306-2001:
*GB/T 2408-2021 Plastics—Determination of burning characteristics—Horizontal and vertical test
*GB/T 1918-2021 Potassium nitrate for industrial use
*GB/T 20368-2021 Production,storage and handling of liquefied natural gas(LNG)
*GB/T 14172-2021 Bench test methods of static roll stability for motor vehicles, trailers and combination vehicles
*GB/T 28011-2021 Shanks for footwear
*GB/T 34015.4-2021 Recovery of traction battery used in electric vehicle—Echelon use—Part 4: Labels for echelon used battery products
*GB/T 34015.3-2021 Recovery of traction battery used in electric vehicle—Echelon use—Part 3:Echelon using requirement
*GB/T 223.90-2021 Iron, steel and alloy—Determination of silicon content—Inductively coupled plasma atomic emission spectrometric method
*GB 6095-2021 Fall protection—Personal fall protection systems
*HG/T 20546.5-2009 Design specification of equipment layout for chemical plant - Part 4: Code for technical design
*HG/T 20546.2-2009 Design specification of equipment layout for chemical plant - Part 2: Regulations for design engineering
*T/CSAE 53-2020 Cooperative intelligent transportation system—Vehicular communication application layer specification and data exchange standard(Phase I)
*GB 55009-2021 Project code for gas engineering
*GB 55005-2021 General code for timber structures
*GB/T 16754-2021 Safety of machinery—Emergency stop function—Principles for design
GB 18306-2001 is referred in:
* DL/T 5218-2005 Technical code for designing 220kV~500kV substation
* GB 17741-2005 Evaluation of seismic safety for engineering sites
* GB 50191-2012 Design code for antiseismic of special structures
* GB/T 50572-2010 Code for seismic investigation and evaluation of nuclear power plants
* NB/T 20033-2010 Regulation for Content of Pre-feasibility Study Report of Nuclear Power Plants
* SH/T 3147-2004 Code for Iseismic Design of Special Structures for Petrochemical
* GB 50260-2013 Code for seismic design of electrical installations
* GB 50260-2013 Code for seismic design of electrical installations
* GB 50191-2012 Design code for antiseismic of special structures
* GB/T 50572-2010 Code for seismic investigation and evaluation of nuclear power plants
* NB/T 20033-2010 Regulation for Content of Pre-feasibility Study Report of Nuclear Power Plants
* GB 17741-2005 Evaluation of seismic safety for engineering sites
* DL/T 5218-2005 Technical code for designing 220kV~500kV substation
* SH/T 3147-2004 Code for Iseismic Design of Special Structures for Petrochemical
* GB 50994-2014 Standard for aseismatic appraisal of electrical
* SH/T 3131-2002 Seismic Design Specification for Electrical Equipment
* SH/T 3135-2003 Authentication Standard for Earthquake Destruction in Petrochemical Engineering
* SH/T 3147-2004 Code for Iseismic Design of Special Structures for Petrochemical
*SH/T 3039-2003 General seismic design rule of non-buried pipe for petrochemical industry
Code of China
Standard
GB 18306-2001  Seismic ground motion parameter zonation map of China (English Version)
Standard No.GB 18306-2001
Statussuperseded
LanguageEnglish
File FormatPDF
Word Count1500 words
Price(USD)369.0
Implemented on2001-8-1
Deliveryvia email in 1 business day
Detail of GB 18306-2001
Standard No.
GB 18306-2001
English Name
Seismic ground motion parameter zonation map of China
Chinese Name
中国地震动参数区划图
Chinese Classification
P15
Professional Classification
GB
ICS Classification
Issued by
SQTSB
Issued on
2001-02-02
Implemented on
2001-8-1
Status
superseded
Superseded by
GB 18306-2015 Seismic ground motion parameter zonation map of China
Superseded on
2016-6-1
Abolished on
Superseding
Language
English
File Format
PDF
Word Count
1500 words
Price(USD)
369.0
Keywords
GB 18306-2001, GB/T 18306-2001, GBT 18306-2001, GB18306-2001, GB 18306, GB18306, GB/T18306-2001, GB/T 18306, GB/T18306, GBT18306-2001, GBT 18306, GBT18306
Introduction of GB 18306-2001
1 Scope This standard specifies seismic ground motion parameter zonation map of China, and its technical element and application provisions. This standard is applicable to seismic resistance of construction, renovation and extension engineering and preparation of socioeconomic development and Utilization of territory planning. 2 Definitions The following definitions are adopted in this standard. 2.1 Seismic ground motion parameter zonation It is taken seismic peak ground acceleration and characteristic period of the seismic response spectrum as indexes and divided into the land into the areas with different requirements for seismic resistance. 2.2 Seismic peak ground acceleration It refers to the horizontal acceleration corresponding to maximum value of seismic acceleration response spectrum. 2.3 Characteristic period of the seismic response spectrum It refers to a period of the points when seismic acceleration response spectrum starts to drop. 2.4 Probability of exceedance It refers to probability when a certain field encounters possibly is larger than or equal to given seismic ground motion parameter. 2.5 Requirements for seismic resistance; requirement for fortification against earth-quake It refers to criteria of construction engineering to defend seismic damage and the seismic intensity or seismic ground motion parameter adopted by seismic design under a certain risk level. 3 Technical Requirements 3.1 The scales of "Seismic Peak Ground Acceleration Zonation Map of China" and "Characteristic Period of the Seismic Response Spectrum Zonation Map of China" are 1: 4000000. 3.2 Seismic resistance level of "Seismic Peak Ground Acceleration Zonation Map of China" and "Characteristic Period of the Seismic Response Spectrum Zonation Map of China" is 10% probability of exceedance for 50 years. 3.3 The site conditions of "Seismic Peak Ground Acceleration Zonation Map of China" and "Characteristic Period of the Seismic Response Spectrum Zonation Map of China" are flat and stable common (half hard) sites. 3.4 "Characteristic Period of the Seismic Response Spectrum Adjustment Sheet" is divided by four kinds of sites.
Contents of GB 18306-2001
Foreword I 1 Scope 2 Definitions 3 Technical Requirements 4 Application Requirements Appendix A (Normative) Seismic Peak Ground Acceleration Zonation Map of China (See Figure A1) Appendix B (Normative) Characteristic Period of the Seismic Response Spectrum Zonation Map of China (See Figure B1) Appendix C (Normative) Characteristic Period of the Seismic Response Spectrum Adjustment Sheet (See Table C1) Appendix D (Informative) Concerning Description of Transition from Basic Seismic Intensity to Seismic Ground Motion Parameter
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