GB 17741-2025Evaluation of seismic safety for engineering sites (English PDF)
工程场地地震安全性评价
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Issued by
State Administration for Market Regulation; Standardization Administration of China
Level / Type
National · Mandatory
Issue date
February 28, 2025
Implementation date
September 1, 2025
Scope
GB 17741-2025 is the English-translated version of 工程场地地震安全性评价.
GB 17741-2025 is the Chinese national standard on evaluation of seismic safety for engineering sites, in the field of construction materials and building. It carries no /T suffix, which in the Chinese system means compliance is mandatory: a product or a practice within its scope has to meet it to be lawfully made, sold or carried out in China. It was issued on 28 February 2025 by the State Administration for Market Regulation; Standardization Administration of China, and has been in force since 1 September 2025. Classification: ICS 91.120.25, CCS P 15. This page is published from the official record of the standard held by the Chinese standards administration: the identification, the dates, the classification and the issuing body are taken from there. The clause text, the tables and the numeric limits are in the document itself, which is delivered complete in English translation.
Document preview — GB 17741-2025
National Standard of the People's Republic of China
- ICS
- 91.120.25
- Classification
- P 15
Issued by: State Administration for Market Regulation; Standardization Administration of China
Contents
- 1 Scope1
- 2 Normative references1
- 3 Terms and Definitions1
- 4 Job Level and Job Content3
- 4.1 Determination of work level3
- 4.2 Determination of work content3
- 4.3 Other requirements for evaluation work4
- 5 Regional seismicity and seismotectonic assessment4
- 5.1 Area scope and map scale4
- 5.2 Regional seismicity4
- 5.3 Regional earthquake structure5
- 6 Near-field seismicity and seismotectonic evaluation7
- 6.1 Near field range and map scale7
- 6.2 Near-field seismicity7
- 6.3 Near-field seismic structures7
- 7 Evaluation of fault activity in the vicinity of the site8
- 7.1 Site vicinity and map scale8
- 7.2 Identification of fault activity in the vicinity of the site8
- 7.3 Identification of active faults near the site9
- 8 Earthquake engineering geological condition survey of the project site9
- 8.1 Site engineering geological conditions investigation and scope9
- 8.2 Drilling survey of site earthquake engineering geological conditions9
- 8.3 Site rock and soil dynamic property test10
- 8.4 Site active fault investigation11
- 9 Determination of earthquake motion prediction equation11
- 9.1 Earthquake Motion Prediction Equation Expression11
- 9.2 Determination of bedrock ground motion prediction equations12
- 10 Deterministic analysis of earthquake hazard12
- 10.1 Establishment of earthquake source model for deterministic earthquake hazard analysis12
- 10.2 Requirements for deterministic earthquake hazard calculations12
- 10.3 Results of deterministic earthquake hazard analysis12
- 11 Probabilistic analysis of earthquake risk13
- 11.1 Probabilistic earthquake hazard analysis potential earthquake source area model13
- 11.2 Division of earthquake statistical regions13
- 11.3 Division of potential earthquake source areas13
- 11.4 Determination of seismicity parameters13
- 11.5 Calculation requirements for probabilistic earthquake hazard analysis14
- 11.6 Results of probabilistic earthquake hazard analysis15
- 12 Determination of site seismic parameters16
- 12.1 Establishment of Site Seismic Response Analysis Model16
- 12.2 Determination of input ground motion time history16
- 12.3 Site Seismic Response Analysis17
- 12.4 Determination of site seismic parameters17
- 12.5 Determination of site seismic time history18
- 13 Site Earthquake Geological Hazard Assessment18
- 13.1 Fault slip assessment18
- 13.2 Preliminary evaluation of earthquake liquefaction19
- 13.3 Preliminary evaluation of soft soil subsidence20
- 13.4 Preliminary Assessment of Earthquake Collapse and Landslides20
- 14 Earthquake safety assessment report of the project site21
- 14.1 Report Writing21
- 29 Reference30
Foreword
This document is in accordance with the provisions of GB/T 1.1-2020 "Guidelines for standardization work Part
1.Structure and drafting rules for standardization documents" Drafting. This document replaces GB 17741-2005 "Evaluation of Seismic Safety of Engineering Sites". Compared with GB 17741-2005, in addition to structural adjustment and In addition to editorial changes, the main technical changes are as follows:
--- Changed the classification of engineering site seismic safety assessment work, describing the determination of work level and work content (see 4.1, 4.2, Chapter 4 of the.2005 edition);
--- Changed the requirements for regional seismic tectonic investigation and evaluation (see 5.3,
5.3 of the.2005 edition);
--- Changed the requirements for identification of fault activity in the near field (see 6.3,
6.3 of the.2005 edition);
--- Added the assessment of fault activity in the vicinity of the site (see Chapter 7);
--- Changed the requirements for the survey of earthquake engineering geological conditions at the project site (see 8.1, 8.2, 8.3, 8.4,.2005 edition 7.1, 7.3, 12.6.2);
--- Changed the content and calculation requirements of deterministic analysis of seismic hazard (see 10.1, 10.2, 10.3, 9.1, 9.2,
9.3 of the.2005 edition);
--- Changed the contents and calculation requirements of earthquake hazard probability analysis (see 11.1, 11.2, 11.3, 11.4, 11.5, 11.6,.2005 edition 10.1, 10.2, 10.3, 10.4, 10.5, 10.6);
--- Deleted "Regional seismic zoning", "small seismic zoning", "Seismic peak acceleration review" (see Chapter 11, Chapter.2005 of the.2005 edition) 13, 14);
--- Changed the content and requirements for determining site seismic parameters (see 12.1, 12.2, 12.3, 12.4, 12.5, 12.1, 12.2, 12.3, 12.4,
1 Scope
GB 17741-2025 is the Chinese national standard on evaluation of seismic safety for engineering sites, in the field of construction materials and building. It carries no /T suffix, which in the Chinese system means compliance is mandatory: a product or a practice within its scope has to meet it to be lawfully made, sold or carried out in China. It was issued on 28 February 2025 by the State Administration for Market Regulation; Standardization Administration of China, and has been in force since 1 September 2025. Classification: ICS 91.120.25, CCS P 15. This page is published from the official record of the standard held by the Chinese standards administration: the identification, the dates, the classification and the issuing body are taken from there. The clause text, the tables and the numeric limits are in the document itself, which is delivered complete in English translation.
This document specifies the classification and content of the work of seismic safety assessment of engineering sites, regional and near-field seismic activity and earthquake Structural evaluation, fault activity evaluation near the site, seismic engineering geological condition survey of the project site, determination of earthquake motion prediction equations, The working rules and technical indicators of potential and probabilistic earthquake hazard analysis, site ground motion parameter determination, site earthquake geological hazard evaluation, and Requirements for writing earthquake safety assessment reports. This document is applicable to the project site selection, seismic fortification requirements, earthquake disaster risk assessment and other work involved in the project site. Earthquake safety assessment.
2 Normative references
The contents of the following documents constitute essential clauses of this document through normative references in this document. For referenced documents without a date, only the version corresponding to that date applies to this document; for referenced documents without a date, the latest version (including all amendments) applies to This document.
GB 17740 Provisions on earthquake magnitude
GB/T 18207 (all parts) Terminology for earthquake disaster prevention and reduction
GB 18306 China Earthquake Motion Parameter Zoning Map
GB/T 36072 Active fault detection
GB/T 50011 Building seismic design standard
GB 50021 Geotechnical Engineering Investigation Code
GB/T 50269 Specification for testing dynamic characteristics of foundation JGJ
83 Code for geotechnical engineering investigation in soft soil areas
3 Terms and definitions
The terms and definitions defined in GB 17740, GB/T 18207 (all parts), GB 18306, GB/T 36072 and the following terms and definitions apply to this document.
3.1 The probability that the project site will encounter an earthquake intensity value or ground motion parameter value greater than or equal to a given threshold.
3.2 Fault source faultsource In earthquake hazard analysis, the fault plane characterizes the areas where the earthquake source and rupture surface of the fault may be distributed in the future.
3.3 seismic belt A zone where seismic activity is closely related to seismic tectonic conditions.
3.4 A physical parameter that characterizes the ground motion caused by an earthquake.
......
This preview omits tables, figures, formulas and parts of the technical clauses. The complete document — 34 pages — is available in the English PDF.
Referenced standards
Normative references
- GB 17740General ruler for earthquake magnitude
- GB 18306Seismic ground motion parameter zonation map of China
- GB/T 36072Surveying and prospecting of active faults
GB/T 18207 · GB/T 50011 · GB 50021 · GB/T 50269
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Related Standards
GB 17740-2017 — General ruler for earthquake magnitude
GB 18306-2015 — Seismic ground motion parameter zonation map of China
GB/T 18207.1-2008 — Terminology of protecting against and mitigating earthquake disasters - Part 1:Basic terms
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GB 17741-2025
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