期刊文献+

利用广义反演法分析芦山地震场地反应 被引量:2

Estimating site response based on generalized inversion method for Lushan earthquake on April 20,2013
下载PDF
导出
摘要 在2013年4月20日四川芦山Ms7.0级地震序列中我国数字强震动台网获得一批主震、强余震记录,这为研究强震台场地特征提供了基础数据。本文基于参考事件的广义反演方法分析了15个强震台站的场地反应,简要分析了地质条件对场地反应的影响,同时对比给出了基于水平垂直谱比法及一维等效线性化方法确定的场地反应。结果表明,本文选用的参考事件理论震源谱可较好地反映实际震源谱,场地反应结论可靠;与广义反演法相比,水平垂直谱比法较可靠地估计峰值频率但明显低估场地反应幅值,一维等效线性化方法也存在低估场地反应的现象;等效剪切波速VS30与场地反应相关性较弱。 A large number of strong motion recordings were obtained in Lushan Earthquake sequence in April 20, 2013 by the National Strong Motion Observation Network System, and those data provided the possibility of inversing the site response. Based on the generalized inversion technology ( GIT), we estimated the site responses of 15 strong motion stations. Meanwhile, the results of horizontal-to-vertical spectra ratio method (HVSR) and one-dimensional equivalent linear method (l-D) were also applied for estimating the site response. The results show the theoretical source spectrum of the reference event could represent the real source spectrum. Compared with the site response estimated by the GIT, the HVSR could estimate the peak frequency well but underestimate the peak am- plitude, and 1-D method also supports similarly results. Equivalent shear wave velocity of 30-meter-thick deposite (Vs30) has poor correlation with site response.
出处 《地震工程与工程振动》 CSCD 北大核心 2014年第4期35-41,共7页 Earthquake Engineering and Engineering Dynamics
基金 国家自然科学基金(51308515 51178152) 中国地震局工程力学研究所基本科研业务费专项(2013C03)资助
关键词 芦山地震 强震记录 广义反演 场地反应 Lushan Earthquake strong motion recordings generalized inversion technology site response
  • 相关文献

参考文献15

  • 1Joyner W B,Warrick R E,Fumal T.The effect of quaternary alluvium on strong ground motion in the Coyote lake,California,earthquake of 1979[J].Bulletin of Seismological Society of America,1981,71(4):1333-1349.
  • 2Borcherdt R D.Effects of local geology on ground motion near San Francisco Bay[J].Bulletin of the Seismological Society of America,1970,60(1):29-61.
  • 3Nogoshi M,Igarashi T.On the propagation characteristics of microtremors[J].Journal of Seismic and Society of Japan,23:264-280.
  • 4Nakamura Y.A method for dynamic characteristics estimations of subsurface using microtremors on the ground surface[R].Railway Technical Research Institute,1989,30(1):25-33.
  • 5Atkingon G M,Mereu R F.The shape of ground motion attenuation curves in southeastern Canada[J].Bulletin of the Seismological Society of America,1992,82(5):2014-2031.
  • 6Ren Yefei,Wen Ruizhi,Hiroaki Yamanaka,Toshihide Kashima.Site effects by generalized inversion technique using strong motion recordings of the 2008 Wenchuan earthquake[J].Earthquake Engineering and Engineering Vibration,2013,12(2):165-184. 被引量:20
  • 7Hassani B,Zafarani H,Farjoodi J,et al.Estimation of site amplification,attenuation and source spectra of S-waves in the east-central Iran[J].Soil Dynamics and Earthquake Engineering,2011,31(10):1397-1413.
  • 8Moya A,Irikura K.Estimation of site effects and Q factor using a reference event[J].Bulletin of the Seismological Society of America,2003,93(4):1730-1745.
  • 9Oth A,Bindi D,Parolai S,et al.Spectral analysis of K-NET and KiK-net data in Japan,part Ⅱ: On attenuation characteristics,source spectra,and site response of borehole and surface stations[J].Bulletin of the Seismological Society of America,2011,101(2):667-687.
  • 10Paralai S,Bindi D,Baumbach M,et al.Comparison of different site response estimation techniques using aftershocks of the 1999 Izmit earthquake[J].Bulletin of the Seismological Society of America,2004,94(3):1096-1108.

二级参考文献18

  • 1谢礼立,王海云.近场地震学中3个术语译名的商榷[J].地震工程与工程振动,2005,25(6):198-200. 被引量:4
  • 2BOORE David. 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.
  • 3STRASSER F O and BOMMER J J. Review: Strong Ground Motions—Have We Seen the Worst[J]. Bulletin of the Seismological Society of America, 2009, 99(5): 2613-2637.
  • 4GB/T17742 中国地震烈度表[S]. 2008.
  • 5KALKAN Erol, KUNNATH Sashi.Effects of fling step and forward directivity on seismic response of buildings[J].Earthquake Spectra, 2006, 22(2):367-390.
  • 6BINDI D, LUZI L, MASSA M,et al. Horizontal and vertical ground motion prediction equations derived from the Italian Accelerometric Archive (ITACA). Bulletin of Earthquake Engineering, 2010, 8(5):1209-1230.
  • 7HOUSNER Geogre. Intensity of ground motion during strong earthquakes. Second technical report[R].California Institute of Technology, Pasadena, California, August 1952.
  • 8MASI Angelo,CHIAUZZI Leonardo,BRAGA Franco, et al. Peak and integral seismic parameters of L’Aquila 2009 ground motions: observed versus code provision values[J].Bulletin of Earthquake Engineering, 2011,9(1):139-156.
  • 9DB/T 17-2006 地震台站建设规范强震动台站[S]. 2006.
  • 10温瑞智,任叶飞,齐文浩,等.2013年4月20日芦山地震最大加速度记录分析[OL].西南交通大学学报,2013,(05). http://www.cnki.net/kcms/detail/51.1277.U.20130711.11 41.001.html.

共引文献63

同被引文献34

引证文献2

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部