GB 18306: Evolution and historical versions
| Standard ID | Contents [version] | USD | STEP2 | [PDF] delivered in | Standard Title (Description) | Status | PDF |
| GB 18306-2015 | English | RFQ |
ASK
|
6 days [Need to translate]
|
Seismic ground motion parameters zonation map of China
| Valid |
GB 18306-2015
|
| GB 18306-2001 | English | 399 |
Add to Cart
|
3 days [Need to translate]
|
Seismic ground motion parameter zonation map of China
| Obsolete |
GB 18306-2001
|
PDF similar to GB 18306-2015
Basic data | Standard 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Count Estimation | 248,292 | | Date of Issue | 2015-05-15 | | Date of Implementation | 2016-06-01 | | Older Standard (superseded by this standard) | GB 18306-2001 | | Quoted Standard | GB/T 2260-2007 | | Regulation (derived from) | National Standard Announcement 2015 No. 15 | | Issuing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 Contents
Introduction 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 242
Foreword
5.1,5.2,6.1,7.1,8.2 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.
Introduction
Since 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 Map
1 Scope
This 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 references
The 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 code
3 Terms and Definitions
The 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 Factors
4.1 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 provisions
5.1 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 adjustment
8.1 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 0.90
Appendix A
(Normative)
China Peak ground acceleration zoning map
China Peak ground acceleration zoning map in Figure A.1.
Appendix B
(Normative)
China earthquake acceleration response spectrum characteristic period zoning map
China earthquake acceleration response spectrum characteristic period zoning is shown in Figure B.1.
Appendix C
(Normative)
China's urban basic class Ⅱ site ground motion peak acceleration and basic earthquake acceleration response spectrum characteristic period
C.1 This Appendix Table C.1 ~ Table C.32 lists the provinces (autonomous regions and municipalities) the location of the township government, Ⅱ class cities above county level field
The basic ground peak acceleration and basic earthquake acceleration response spectrum characteristic period.
Administrative units C.2 this appendix are in accordance with the provisions of GB/T 2260-2007 of. Township administrative division of the People's name is taken from
Ministry of Civil Affairs of the Republic of series "People's Republic of China 2014 township administrative divisions."
Table C.1 Beijing urban basic class Ⅱ site peak ground acceleration value and basic earthquake acceleration response spectrum characteristic period value list
Administrative divisions
name
Peak
Acceleration
Response Spectrum
feature
cycle/
Dongcheng District (17 Street)
Donghuamen Street 0.20 0.40
Jingshan Street 0.20 0.40
Crossing streets 0.20 0.40
Andingmen Street 0.20 0.40
Beixinqiao Street 0.20 0.40
East Fourth Street 0.20 0.40
Chaoyangmen Street 0.20 0.40
Jianguomen Street 0.20 0.40
Dongzhimen Street 0.20 0.40
Peace in the streets 0.20 0.40
Qianmen Street 0.20 0.40
Chongwenmenwai Street
Road 0.20 0.40
East Flower Market Street 0.20 0.40
Longtan Street 0.20 0.40
Lu Jie Stadium
Road 0.20 0.40
Tiantan streets 0.20 0.40
Yongding street outside
Road 0.20 0.40
Xicheng District (15 Street)
West Chang'an Street
Road 0.20 0.40
Xinjiekou Street 0.20 0.40
Yuetan Street 0.20 0.40
Exhibition Road Street 0.20 0.40
Desheng Street 0.20 0.40
Street Street 0.20 0.40
Shichahai street 0.20 0.40
Dazhalan subdistrict 0.20 0.40
Flyover Street 0.20 0.40
Toon streets 0.20 0.40
Taoranting Street 0.20 0.40
GuangAnMenNei Street
Road 0.20 0.40
Administrative divisions
name
Peak
Acceleration
Response Spectrum
feature
cycle/
Niujie Street 0.20 0.40
Baizhifang streets 0.20 0.40
Guang An Men Wai Street
Road 0.20 0.40
Chaoyang District (23 streets, 19 township)
The street outside the 0.20 0.40
Outwardly streets 0.20 0.40
Hujialou streets 0.20 0.40
Sanlitun Street 0.20 0.40
Zuojiazhuang st...
|