基于H/V谱比法的场地分类研究
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- 英文论文题名：Research on site classification using the H/V spectral ratio method
- 论文作者：赵万松 ; 耿淑伟
- 英文论文作者：ZHAO Wansong ; GENG Shuwei ; School of Civil Engineering ; Hefei University of Technology
- 年：2016
- 作者机构：合肥工业大学土木与水利工程学院;
- 论文关键词：强震记录 ; 场地分类 ; H/V谱比法 ; 谱比峰值
- 英文论文关键词：strong motion records ; site classification ; H/V spectral ratio method ; peak value of spectral ratio
- 会议召开时间：2016-10-27
- 会议录名称：第九届全国防震减灾工程学术研讨会论文集
- 语种：中文
- 分类号：P315.9;TU352.11
- 学会代码：OGTY
- 会议名称：第九届全国防震减灾工程学术研讨会
- 会议地点：中国安徽合肥
- 主办单位：中国土木工程学会、中国工程院土木、水利与建筑工程学部、中国土木工程学会防震减灾工程技术推广委员会、合肥工业大学、安徽省住房和城乡建设厅
- 学会名称：中国土木工程学会
- 页数：10
- 文件大小：502k
- 原文格式：O
- 会议级别：全国
摘要
利用搜集整理的美国西部地区166个有详细钻孔资料的台站场地上的强震记录1546组,按照我国建筑抗震设计规范中场地类别划分标准对台站进行了场地分类。统计分析了各类场地上谱比曲线随震级、震中距的变化特征,验证了H/V谱比法用于场地分类的可行性。通过H/V谱比法统计出对应于我国抗震设计规范中Ⅰ、Ⅱ、Ⅲ类场地上的标准谱比曲线,为我国强震台站基于H/V谱比法进行场地分类提供参考。提出用谱比峰值和0.50s~0.65s处谱比值作为谱比法用于场地分类的指标,研究结果表明,该两项指标对Ⅱ类和Ⅲ类场地划分的正确率较高。
The 1546 strong motion records from 166 sites with detailed borehole data in the WesternUnited States are collected.The station sites are sorted according to the site classification standards of the Chinese code for seismic design of building.Statistical analysis the magnitude and the epicentral distance which influences the curve of horizontal to vertical spectral ration on different sites.The feasibility of H/V spectral ratio method is used for site classification are verified.The standard spectral ratio curves on each sites are calculated based on the H/V spectral ratio method.Then the method could be provided reference to study the site classification of Chinese strong—motion stations.An indicators of site classification was proposed based on the peak value of spectral ratio and the value of spectral ratio from 0.50 to 0.65 seconds.The results show that the two indicators have more higher accuracy on siteⅡ,Ⅲ class.
The 1546 strong motion records from 166 sites with detailed borehole data in the WesternUnited States are collected.The station sites are sorted according to the site classification standards of the Chinese code for seismic design of building.Statistical analysis the magnitude and the epicentral distance which influences the curve of horizontal to vertical spectral ration on different sites.The feasibility of H/V spectral ratio method is used for site classification are verified.The standard spectral ratio curves on each sites are calculated based on the H/V spectral ratio method.Then the method could be provided reference to study the site classification of Chinese strong—motion stations.An indicators of site classification was proposed based on the peak value of spectral ratio and the value of spectral ratio from 0.50 to 0.65 seconds.The results show that the two indicators have more higher accuracy on siteⅡ,Ⅲ class.
引文
[1]中华人民共和国住房和城乡建设部.GB50011-2010,建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.Ministry of Housing and Urban-Rural Development of the People's Republic of China.GB50011-2010,Code for seismic design of buildings[S].Beijing:China Architecture&Building Press,2010.(in Chinese)
[2]Seed H B,Romo M P,Sun J I,et al.The Mexico Earthquake of September 19,1985-Relationships between soil conditions and earthquake ground motions[J].Earthquake Spectra,1988,4(4):687-729.
[3]Lee C T,Cheng C T,Liao C W,et al.Siteclassification of Taiwan free-field strong-motion stations[J].Bulletin of the Seismological Society of America,2001,91(5):1283-1297.
[4]Wen R Z,Shi D C,Ren Y F.Site Classification Based on Geological Genesis and Its Application[C].Proceedings of the 14~(th)Word Conference on Earthquake Engineering,Beijing,China,2008,Paper ID:04-02-0125.
[5]Nakamura Y.A Method for Dynamic Characteristics Estimation of Subsurface usingMicrotremor on the Ground Surface[R].Quarterly Report of the Railways Technology Research Institute,1989,30(1):25-33.
[6]Yamazaki F,Ansary M A.Horizontal-to-vertical spectrum ratio of earthquake ground motion for site characterization[J].Earthquake Engineering Structural Dynamics,1997,26(7):671-689.
[7]Zara M,Bard P Y,Ghafory-Ashtiany M.Site characterizations for the Iranian strong motion network[J].Soil Dynamic Earthquake Engineering,1999,18(2):101-123.
[8]Zhao J X,Irikura K,Zhang J.An empirical site-classification method for strong-motion stations in Japan using H/V response ratio[J].Bulletin of the Seismological Society of America,2006,96(3):914-925.
[9]Fukushima Y,Bonilla L F,Scotti O,et al.Site classification using horizontal-to-vertical response spectral ratios and its impact when deriving empirical ground-motion prediction equations[J].Journal of Earthquake Engineering,2007,11(5):712-724.
[10]Wen R Z,Ren Y F,Zhou Z H,et al.Preliminary site classification of free-field strong motion stations based on Wenchuan earthquake records[J].Earthquake Science,2010,23(1):101-110.
[11]Alessandro C D,Bonilla L F,Boore D M,et al.Predominant Period Site Classification for Response Spectra Prediction Equations in Italy[J].Bulletin of the Seismological Society of America,102(2):680-695.
[12]耿淑伟.抗震设计规范中地震作用的规定[D].哈尔滨:中国地震局工程力学研究所,2005.GENGShu-wei.Earthquake action provision in Seismic Design Code[D].Harbin:Institute of Engineering Mechanics,China Earthquake Administration,2005.(in Chinese)
[13]Boore D M.Effect of baseline corrections on displacements and response spectra for several recordings of the 1999 Chi-Chi,Taiwan[J].Bulletin of the Seismological Society of America,2001,91(5):1199-1211.
[14]Wen K L,Chang T M,Lin C M,et al.Identification of nonlinear site response using the H/V spectral ratio method[J].Terrestrial,Atmospheric and Oceanic Sciences,2006,17(3):533-546.
[15]温瑞智,冀昆,任叶飞,等.基于谱比法的我国强震台站场地分类[J].岩石力学与工程学报,2015,34(6):1236-1241.Wen Ruizhi,JI Kun,REN Yefei,et al.Site classification for strong earthquake stations in China using spectral ratio method[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(6):1236-1241.
[16]Ghasemi H,Zare M,Fukushima Y,et al.Applying empirical methods in site classification,using response spectral ration(H/V):A case study on Iranian strong motion network(ISMN)[J].Soil Dynamics and Earthquake Engineering,2009,29(1):121-132.
[2]Seed H B,Romo M P,Sun J I,et al.The Mexico Earthquake of September 19,1985-Relationships between soil conditions and earthquake ground motions[J].Earthquake Spectra,1988,4(4):687-729.
[3]Lee C T,Cheng C T,Liao C W,et al.Siteclassification of Taiwan free-field strong-motion stations[J].Bulletin of the Seismological Society of America,2001,91(5):1283-1297.
[4]Wen R Z,Shi D C,Ren Y F.Site Classification Based on Geological Genesis and Its Application[C].Proceedings of the 14~(th)Word Conference on Earthquake Engineering,Beijing,China,2008,Paper ID:04-02-0125.
[5]Nakamura Y.A Method for Dynamic Characteristics Estimation of Subsurface usingMicrotremor on the Ground Surface[R].Quarterly Report of the Railways Technology Research Institute,1989,30(1):25-33.
[6]Yamazaki F,Ansary M A.Horizontal-to-vertical spectrum ratio of earthquake ground motion for site characterization[J].Earthquake Engineering Structural Dynamics,1997,26(7):671-689.
[7]Zara M,Bard P Y,Ghafory-Ashtiany M.Site characterizations for the Iranian strong motion network[J].Soil Dynamic Earthquake Engineering,1999,18(2):101-123.
[8]Zhao J X,Irikura K,Zhang J.An empirical site-classification method for strong-motion stations in Japan using H/V response ratio[J].Bulletin of the Seismological Society of America,2006,96(3):914-925.
[9]Fukushima Y,Bonilla L F,Scotti O,et al.Site classification using horizontal-to-vertical response spectral ratios and its impact when deriving empirical ground-motion prediction equations[J].Journal of Earthquake Engineering,2007,11(5):712-724.
[10]Wen R Z,Ren Y F,Zhou Z H,et al.Preliminary site classification of free-field strong motion stations based on Wenchuan earthquake records[J].Earthquake Science,2010,23(1):101-110.
[11]Alessandro C D,Bonilla L F,Boore D M,et al.Predominant Period Site Classification for Response Spectra Prediction Equations in Italy[J].Bulletin of the Seismological Society of America,102(2):680-695.
[12]耿淑伟.抗震设计规范中地震作用的规定[D].哈尔滨:中国地震局工程力学研究所,2005.GENGShu-wei.Earthquake action provision in Seismic Design Code[D].Harbin:Institute of Engineering Mechanics,China Earthquake Administration,2005.(in Chinese)
[13]Boore D M.Effect of baseline corrections on displacements and response spectra for several recordings of the 1999 Chi-Chi,Taiwan[J].Bulletin of the Seismological Society of America,2001,91(5):1199-1211.
[14]Wen K L,Chang T M,Lin C M,et al.Identification of nonlinear site response using the H/V spectral ratio method[J].Terrestrial,Atmospheric and Oceanic Sciences,2006,17(3):533-546.
[15]温瑞智,冀昆,任叶飞,等.基于谱比法的我国强震台站场地分类[J].岩石力学与工程学报,2015,34(6):1236-1241.Wen Ruizhi,JI Kun,REN Yefei,et al.Site classification for strong earthquake stations in China using spectral ratio method[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(6):1236-1241.
[16]Ghasemi H,Zare M,Fukushima Y,et al.Applying empirical methods in site classification,using response spectral ration(H/V):A case study on Iranian strong motion network(ISMN)[J].Soil Dynamics and Earthquake Engineering,2009,29(1):121-132.