|
|
|
| SITE CLASSIFICATION FOR CHINESE STRONG-MOTION STATIONS USING SPECTRAL RATIO METHOD |
| WEN Ruizhi,JI Kun,REN Yefei,WANG Hongwei |
| (Key Laboratory of Earthquake Engineering and Engineering Vibration,Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China) |
|
|
|
|
Abstract Some site condition of Chinese strong-motion stations is still unknown,which greatly restricts the effective application of strong-motion records. We proposed a site classification scheme based on strong-motion data from Japanese KiK-net stations according to Chinese Code for Seismic Design of Building(GB50011-2010),and calculated the Chinese mean site classification curves using the spectral ratio method from 279 stations of KiK-net. Then an empirical method for Chinese site classification was proposed based on the range of predominant period,peak value of spectral ratio and the spectral shape. Compared with the borehole information of stations in Chinese Sichuan Province,the classified result shows that this method is independent of different regions. Finally,we were able to classify Chinese 113 strong-motion stations from the records during 2007 to 2011.
|
|
|
|
|
|
| [1] 中华人民共和国住房和城乡建设部. 建筑抗震设计规范(GB50011—2010)[S]. 北京:中国建筑工业出版社,2010.(Ministry of Housing and Urban-Rural Construction of the People's Republic of China Code for seismic design for buildings(GB 50011—2010)[S]. Beijing:China Building Industry Press,2010.(in Chinese))
[2] 中华人民共和国国家质量监督检验检疫总局. 工程场地地震安全性评价(GB17741—2005)[S]. 北京:中国标准出版社,2005.(The People's Republic of China State Administration of Quality Supervision Inspection and Quarantine Evaluation of seismic safety for engineering sites(GB 17741—2005)[S]. Beijing:Standards Press of China,2005.(in Chinese))
[3] NAKAMURA Y. 1989. A method for dynamic characteristics estimation of subsurface using microtremor on the ground surface[R]. Railway Technical Research Institute,Quarterly Reports,30(1):25–33.
[4] YAMAZAKI F,ANSARY M A. 1997. Horizontal-to-Vertical Spectrum Ratio of Earthquake Ground Motion for Site Characterization[J]. Earthquake Engineering & Structural Dynamics,26(7):671–689.
[5] ZHAO J X,IRIKURA K,ZHANG J. 2006. An empirical site-classification method for strong-motion stations in Japan using H/V response ratio[J]. Bulletin of the Seismological Society of America,96(3):914–925.
[6] ALESSANDRO C D,BONILLA L F,BOORE D M,et al. 2012. Predominant-Period Site Classification for Response Spectra Prediction Equations in Italy[J]. Bulletin of the Seismological Society of America,102(2):680–695.
[7] GHASEMI H,ZARE M,FUKUSHIMA Y,et al. 2009. Applying empirical methods in site classification,using response spectral ratio(H/V):A case study on Iranian strong motion network(ISMN)[J]. Soil Dynamics and Earthquake Engineering,29(1):121–132.
[8] WEN R Z,REN Y F,ZHOU Z H,et al. 2010. Preliminary site classification of free-field strong motion stations based on Wenchuan earthquake records[J]. Earthquake Science,23(1):101–110.
[9] WEN R Z,REN Y F,SHI D C. 2011. Improved HVSR site classification method for free-field strong motion stations validated with Wenchuan aftershock recordings[J]. Earthquake Engineering and Engineering Vibration,10(3):325–337.
[10] 郭锋. 抗震设计中有关场地的若干问题研究[硕士论文][D]. 武汉:华中科技大学,2010.(GUO Feng. Research on some issues of site for seismic design[M. S. Thesis][D]. Wuhan:Huazhong University of Science and Technology,2010.(in Chinese))
[11] BOORE D M. 2001. 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,91(5):1 199–1 211.
[12] BERESNEV I A,WEN K L. 1996. Nonlinear soil response-a reality?[J]. Bulletin of the Seismological Society of America,86(6):1 964–1 978.
[13] FUKUSHIMA Y,BONILLA L F,SCOTTI O,et al. 2007. Site classification using horizontal-to-vertical response spectral ratios and its impact when deriving empirical ground-motion prediction equations[J]. Journal of Earthquake Engineering,11(5):712–724.
[14] KENDALL M G. Rank Correlation Methods[M]. London:Griffin,1970. |
|
|
|