Site classification for strong earthquake stations in china using spectral ratio method

被引:0
作者
Wen, Ruizhi [1 ]
Ji, Kun [1 ]
Ren, Yefei [1 ]
Wang, Hongwei [1 ]
机构
[1] Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, 150080, Heilongjiang
来源
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2015年 / 34卷 / 06期
关键词
Seismology; Site classification; Spectral ratio method; Strong earthquake records;
D O I
10.13722/j.cnki.jrme.2014.0760
中图分类号
P315 [地震学];
学科分类号
摘要
Site conditions of some strong earthquake stations in China are still unknown, which greatly restrict the effective application of strong earthquake records. A site classification scheme was proposed based on the strong earthquake data from Japanese KiK-net stations according to standard, and the mean site classification curves in China were calculated using the spectral ratio method from 279 stations of KiK-net. Then an empirical method for the site classification in China was proposed based on the range of predominant period, the peak value of spectral ratio and the spectral shape. Compared with the borehole information of stations in Sichuan province, China, the classified result shows that this method is independent of differences of regions. Finally, 113 strong earthquake stations of China were classified using the records during 2007 to 2011. ©, 2015, Academia Sinica. All right reserved.
引用
收藏
页码:1236 / 1241
页数:5
相关论文
共 14 条
  • [1] The National Standards Compilation Group of People's Republic of China, GB50011-2010 Code for seismic design of buildings, (2010)
  • [2] The National Standards Compilation Group of People's Republic of China, GB 17741-2005 Evaluation of seismic safety for engineering sites, (2005)
  • [3] Nakamura Y., A method for dynamic characteristics estimation of subsurface using microtremor on the ground surface, Railway Technical Research Institute, 30, 1, pp. 25-33, (1989)
  • [4] Yamazaki F., Ansary M.A., Horizontal-to-vertical spectrum ratio of earthquake ground motion for site characterization, Earthquake Engineering and Structural Dynamics, 26, 7, pp. 671-689, (1997)
  • [5] Zhao J.X., Irikura K., Zhang J., An empirical site-classification method for strong-motion stations in Japan using H/V response ratio, Bulletin of the Seismological Society of America, 96, 3, pp. 914-925, (2006)
  • [6] Alessandro C.D., Bonilla L.F., Boore D.M., Et al., Predominant-period site classification for response spectra prediction equations in Italy, Bulletin of the Seismological Society of America, 102, 2, pp. 680-695, (2012)
  • [7] Ghasemi H., Zare M., Fukushima Y., Et al., Applying empirical methods in site classification, using response spectral ratio(H/V): A case study on Iranian strong motion network(ISMN), Soil Dynamics and Earthquake Engineering, 29, 1, pp. 121-132, (2009)
  • [8] 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, Earthquake Science, 23, 1, pp. 101-110, (2010)
  • [9] Wen R.Z., Ren Y.F., Shi D.C., Improved HVSR site classification method for free-field strong motion stations validated with Wenchuan aftershock recordings, Earthquake Engineering and Engineering Vibration, 10, 3, pp. 325-337, (2011)
  • [10] Guo F., Research on some issues of site for seismic design, (2010)