GB 18306-2015 English PDFGB 18306: Historical versions
Basic dataStandard ID: GB 18306-2015 (GB18306-2015)Description (Translated English): Seismic ground motion parameters zonation map of China Sector / Industry: National Standard Classification of Chinese Standard: P15 Classification of International Standard: 91.120.25 Word Count Estimation: 248,292 Date of Issue: 2015-05-15 Date of Implementation: 2016-06-01 Older Standard (superseded by this standard): GB 18306-2001 Quoted Standard: GB/T 2260-2007 Regulation (derived from): National Standard Announcement 2015 No. 15 Issuing agency(ies): General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China, Standardization Administration of the People's Republic of China Summary: This standard specifies the China Earthquake Zoning Map technical elements, basic standards and ground motion parameters to determine the method. This standard applies to general construction of earthquake-proof, and socio-economic development planning and land use planning, disaster prevention and mitigation planning, environmental protection and other related planning and management plan. GB 18306-2015: Seismic ground motion parameters zonation map of China---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.Seismic ground motion parameters zonation map of China [ "Locations/Addresses table" will NOT be translated. Please write in for more detail] ICS 91.120.25 P15 National Standards of People's Republic of China Replacing GB 18306-2001 China Earthquake Zoning Map Issued on. 2015-05-15 2016-06-01 implementation Administration of Quality Supervision, Inspection and Quarantine of People's Republic of China Standardization Administration of China released Table of ContentsIntroduction Ⅴ Introduction Ⅵ 1 Scope 1 2 Normative references 1 3 Terms and definitions 4 2 Technical Factors Basic provisions 2 5 6 Ⅱ class to determine peak acceleration of ground motion 2 Class 7 Ⅱ ground motion acceleration response spectrum characteristic period is determined 3 8 ground motion parameter adjustment 3 Appendix A (normative) China Peak ground acceleration zoning map 4 Appendix B (normative) China earthquake acceleration response spectrum characteristic period zoning map 5 Annex C (normative) National Ⅱ class urban venues basic and fundamental peak acceleration of ground motion acceleration response spectrum characteristic period 6 Annex D (informative) site classification 239 Annex E (informative) all kinds of ground motion peak acceleration adjustment 240 Annex F (informative) ground motion parameter value range partitioning 241 Annex G (normative) peak acceleration of ground motion and seismic intensity table 242 Table 1 site basic earthquake acceleration response spectrum characteristic period adjustment table 3 Table C.1 Beijing urban basic class Ⅱ site peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value Listing 6 Table C.2 Tianjin Urban Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value Listing 9 Table C.3 Province Town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 11 Table C.4 Shanxi City Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 23 Table C.5 Inner Mongolia town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum 31 period value list Table C.6 Liaoning Province town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 38 Table C.7 Jilin Province town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 47 Table C.8 Heilongjiang Province town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period 52 list of values Table C.9 Shanghai Urban Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 60 Table C.10 of Jiangsu Province Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 62 Table C.11 Zhejiang Province Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 69 Table C.12 Anhui Province town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 76 Table C.13 Fujian Province town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 84 Table C.14 Jiangxi province Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 90 Table C.15 Shandong province Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 98 Table C.16 class Ⅱ site of Urban Basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 108 Table C.17 town in Hubei Province Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 121 Table C.18 Cities and Towns Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 128 Table C.19 Guangdong Province town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 141 Table C.20 Guangxi town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectra special Levy period value list 150 Table C.21 Hainan town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 157 Table C.22 Chongqing Urban Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 159 Table C.23 Sichuan town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 165 Table C.24 Guizhou Province town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 189 Table C.25 of the Urban Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 198 Table C.26 TAR town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum week List of Value 206 Table C.27 Shaanxi Province town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 210 Table C.28 Gansu Province town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 218 Table C.29 Qinghai town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value List 226 Table C.30 town Ningxia Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum Period value list 229 Table C.31 Xinjiang town Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectra special Levy period value list 231 Table C.32 Hong Kong, Macao, Taiwan cities and towns Ⅱ class venue basic peak ground acceleration value and basic earthquake acceleration response spectrum Characteristic period value list 238 Table D.1 site classification table 239 Table E.1 peak acceleration of ground motion adjustment factor Fa 240 Table F.1 peak acceleration of ground motion peak acceleration range partitioning 241 Table F.2 earthquake acceleration response spectrum characteristic period partition characteristic period range 241 Table G.1 Ⅱ class peak acceleration of ground motion and seismic intensity table 242Foreword5.1,5.2,6.1,7.1,8.2 this standard, Annex A, Annex B, Appendix C are mandatory, the rest are recommended. This standard was drafted in accordance with GB/T 1.1-2009 given rules. This standard replaces GB 18306-2001 "Chinese seismic zonation map." This standard compared with GB 18306-2001, mainly in the following changes. a) the full text of the provisions to enforce mandatory; b) an increase of introduction; c) increasing the normative references as Chapter 2; d) an increase of some terms and definitions, terms and definitions increase of 3.1 "earthquake", 3.2 "of ground motion parameters" 3.7 "major construction Project ", 3.8" general construction ", 3.9" basic ground motion, "3.10" case of multiple ground motion, "3.11" rare earthquake ground motion, "3.12" very Rare earthquake ground motion "; e) Original Chapter 4, "use the term" now expanded to Chapter 5, "Basic rule", Chapter 6, "Ⅱ class ground motion peak acceleration OK" Chapter 7, "Ⅱ class ground motion acceleration response spectrum characteristic period OK" and Chapter 8, "ground motion parameter adjustment"; f) revised the contents of Appendices A and B, in some areas of ground motion parameters were properly adjusted; g) original Appendix C "China Earthquake response spectrum characteristic period adjustment table" expanded to "peak acceleration of ground motion adjustment factor Fa" And "basic site acceleration response spectrum characteristic period of adjustment," and "ground motion peak acceleration adjustment factor Fa" put The Appendix E, "Site basic earthquake acceleration response spectrum characteristic period adjustment table" into the body of Chapter 8; h) the original Appendix D "on the basic seismic intensity seismic vibration parameters transition description" to "peak acceleration of ground motion and ground Earthquake intensity table ", as Appendix G; i) an increase of the "national urban basic class Ⅱ site ground motion peak acceleration and basic earthquake acceleration response spectrum characteristic period", "field To category "and" ground motion parameters Partition range ", respectively, as Appendix C, Appendix D and Appendix F. The standard proposed by China Seismological Bureau. This standard by the National Standardization Technical Committee earthquake (SAC/TC225) centralized. This standard was drafted. China Earthquake Administration Institute of Geophysics, China Earthquake Disaster Prevention Center, China Earthquake Administration, Engineering Mechanics Research The Institute of Geology, China Earthquake Administration, China Earthquake Administration Institute of crustal stress, China Earthquake Administration Institute of Earthquake Prediction. The main drafters of this standard. High-Meng Tan, Chen Guoxing, Xie Furen, XU Xi-wei, Li Xiaojun, Yu Yan Xiang, Li mountain, Zhou Gang, Pan Hua, Lvyue Jun, Zhao Feng new, Wu Jian, Feng Yijun Tian diligence, Ran Yongkang, Wang Jian, Wenzeng Ping, Ma Baoqi, Lei Jiancheng, Liu Da, Yuandao Yang, Shen Jun, Liu Xu, An Xiaowen, Yang Jialiang, Liuqing Zhong, Chen Shu Jun, Huang Zhao, Jiang Hui. This standard replaces the standards previously issued as follows. --- GB 18306-2001.IntroductionSince the implementation of GB 18306-2001, the general construction of earthquake-proof, all kinds of construction project planning and site selection, socio-economic Land use planning and the development has played an important role in the preparation, and achieved good social and economic benefits. Amendment GB 18306-2001 main reasons. a) national seismic safety put forward higher requirements, social security for earthquake raised new demands; b) Since the implementation of GB 18306-2001, our country has accumulated a large number of new seismic data, geological, geophysical, seismic tectonic environment And seismic activity features and achieved a new understanding; c) domestic and international seismic zoning map prepared principles and methods made important progress, and gradually be applied; d) May 12, 2008 China Wenchuan earthquake, March 11, 2011 Japan's eastern waters 9.0 earthquake at home and abroad Devastating earthquake incident provides important lessons. This standard is based on "People's Republic of China Earthquake Disaster Mitigation Act" amendments. China Earthquake Zoning Map1 ScopeThis standard gives the Chinese ground motion parameter zoning map the technical elements, the basic provisions and ground motion parameters to determine the method. This standard applies to general earthquake-proof construction, as well as socio-economic development planning and land use planning, disaster prevention and mitigation planning, Planning and other related environmental protection and management plan.2 Normative referencesThe following documents for the application of this document is essential. For dated references, only the dated version suitable for use herein Member. For undated references, the latest edition (including any amendments) applies to this document. GB/T 2260-2007 People's Republic of China administrative division code3 Terms and DefinitionsThe following terms and definitions apply to this document. 3.1 Earthquake seismicgroundmotion Surface and near-surface medium vibration caused by an earthquake. 3.2 Ground motion parameters seismicgroundmotionparameters Characterization of seismic ground motion required physical parameters, including peak ground acceleration and earthquake acceleration response spectrum characteristic period and the like. 3.3 Seismic zonation seismicgroundmotionparameterzonation Ground motion parameters as indicators of the Land is divided into regions with different seismic fortification requirements. 3.4 Peak ground acceleration seismicpeakgroundacceleration Characterization of earthquake strength indicators of the degree corresponding to the gage earthquake acceleration response spectra maximum horizontal acceleration. 3.5 Earthquake acceleration response spectrum characteristic period characteristicperiodoftheaccelerationresponsespectrum Regulation normalized earthquake acceleration response spectrum curve cycle value corresponding to the drop point. 3.6 Probability of exceedance probabilityofexceedance Encounter a site greater than or equal probability parameter values given ground motion. 3.7 Major construction projects majorconstructionprojects Great value to society or have a significant impact on the project. 3.8 General construction generalconstructionprojects In addition to major construction projects which may induce serious secondary disasters and construction projects construction projects. 3.9 The basic ground motion basisgroundmotion Corresponding to the 50-year probability of exceedance of 10% of the ground motion. 3.10 In case of multiple ground motion frequentgroundmotion Corresponding to the 50-year probability of exceedance of 63% of the ground motion. 3.11 Rare earthquake ground motion raregroundmotion Corresponding to the 50-year probability of exceedance of 2% of the ground motion. 3.12 Extremely rare case of ground motion veryraregroundmotion Corresponding to the annual exceedance probability of 10-4 of ground motion.4 Technical Factors4.1 Appendix A and Appendix B in Figure A.1 Figure B.1 were given basic conditions under class Ⅱ site ground motion peak acceleration partition Values and basic earthquake acceleration response spectrum characteristic period partition value. 4.2 Appendix C Table C.1 ~ Table C.32 shows the provinces (autonomous regions and municipalities) township seat of government above the county level city City Ⅱ class venue basic and fundamental peak acceleration of ground motion acceleration response spectrum characteristic period. According to which the administrative units GB/T 2260-2007 is given. 4.3 Appendix D gives the site classification index. 4.4 Appendix E gives all kinds of ground motion peak acceleration adjustment method and the adjustment factor. 4.5 8.2 Table 1 site basic earthquake acceleration response spectrum characteristic period adjustment table gives various types of site conditions Shimoji earthquake acceleration Adjusted value response spectrum characteristic period value. 4.6 Appendix F is given in Figure A.1 district peak ground acceleration range and B.1 district earthquake acceleration response spectrum Scope cycle. 4.7 Appendix G gives this standard when the seismic intensity and class Ⅱ ground motion peak acceleration correspondence.5 basic provisions5.1 General construction of earthquake-proof should meet this standard specifies requirements for seismic resistance. 5.2 prepare socio-economic development planning and land use planning, disaster prevention and mitigation planning, environmental planning and other related programs should be based on this standard Registration provisions require consideration of seismic earthquake risk. 5.3 earthquake ground motion parameters can be basic, frequently occurred earthquake, rare earthquake ground motion and very rare case of ground motion values, respectively. 6 Ⅱ class to determine peak acceleration of ground motion 6.1 Basic Peak ground acceleration 6.1.1 Peak ground acceleration should Figure A.1 value, which township seat of government, cities above county level basic ground motion Peak acceleration in accordance with Table C.1 ~ Value Table C.32. 6.1.2 Figure A.1 basic zoning boundaries near the peak acceleration should be on the high principles or specialized OK. In case of more than 6.2 earthquake, rare earthquake ground motion, a very rare case of peak ground acceleration 6.2.1 In case of multi-peak acceleration should be no less than substantially 1/3 times the peak ground acceleration is determined. 6.2.2 rare earthquake ground motion peak acceleration should be at basic peak acceleration of 1.6 to 2.3 times OK. 6.2.3 extremely rare case of peak ground acceleration should be at basic peak ground acceleration of 2.7 to 3.2 times OK. Class 7 Ⅱ ground motion acceleration response spectrum characteristic period is determined 7.1 The basic earthquake acceleration response spectrum characteristic period 7.1.1 The basic earthquake acceleration response spectrum characteristic period in accordance with figure B.1 value, which township seat of government above the county level cities The basic earthquake acceleration response spectrum characteristic period in accordance with Table C.1 ~ Value Table C.32. Basically 7.1.2 Figure B.1 partition boundaries near the earthquake acceleration response spectrum characteristic period shall be determined on the high principles. In case of more than 7.2 earthquake, rare earthquake ground motion acceleration response spectrum characteristic period 7.2.1 In case of multiple acceleration response spectrum characteristic period according to the basic earthquake acceleration response spectrum characteristic period value. 7.2.2 rare case of earthquake acceleration response spectrum characteristic period should be longer than the basic earthquake acceleration response spectrum characteristic period, increase the value should not be less than 0.05s.8 ground motion parameter adjustment8.1 Ⅰ0, Ⅰ1, Ⅲ, Ⅳ class peak acceleration of ground motion peak acceleration should be adjusted according to class Ⅱ site, the adjustment coefficient See Appendix E OK. 8.2 Ⅰ0, Ⅰ1, Ⅲ, Ⅳ class venue basic earthquake acceleration response spectrum characteristic period should be substantially acceleration response according to class Ⅱ site Spectrum characteristic period is determined according to Table 1. Table 1 site basic earthquake acceleration response spectrum characteristic period adjustment table in seconds (s) Ⅱ class venue basic ground motion Acceleration response spectrum characteristic period partition values Site category Ⅰ0 Ⅰ1 Ⅱ Ⅲ Ⅳ 0.35 0.20 0.25 0.35 0.45 0.65 0.40 0.25 0.30 0.40 0.55 0.75 0.45 0.30 0.35 0.45 0.65 0.90Appendix A(Normative) China Peak ground acceleration zoning map China Peak ground acceleration zoning map in Figure A.1.Appendix B(Normative) China earthquake acceleratio...... |
