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芦山地震中强地面运动的区域性特征探讨 被引量:4

Regional dependence of ground motion in 2013 Lushan earthquake sequence
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摘要 本文分析了2013年4月20日Ms7.0芦山主震和余震的强震动记录,与美国NGA-West2数据以及地震动衰减关系对比,分析了地震动区域特征。研究结果表明,与美国加州地区中小震的强震动数据相比,芦山余震强震动记录的高频幅值较大,地震动影响有效范围较小;在地震动传播路径上芦山地区相比美国加州地区具有较慢的非弹性衰减特性(较高的Q值)。建议对我国地震动衰减关系构建时通常采用的映射法的合理性进行重新考虑。 Earthquake strong motions are dependent on region factors. We processed the strong motion data from Lushan earthquake sequences and compared with the database of NGA-West2. Compared with strong motion data of small-to-moderate earthquakes in Californian,Strong motion data from Lushan Earthquake has been proven that the amplitude in high frequency is higher and the effective distance is smaller. It also shows that ground motions from Lushan Earthquake have slower anelastic attenuation than those in California. It is suggested that the transform method in building Chinese ground motion attenuation relationship should be evaluated the regional dependence between two studies regions.
出处 《地震工程与工程振动》 CSCD 北大核心 2014年第S1期188-192,共5页 Earthquake Engineering and Engineering Dynamics
基金 中国地震局工程力学研究所基本科研业务费专项(2013C03) 国家自然科学基金项目(51308515 51178152) 公益性行业科研专项(201208014)资助
关键词 芦山地震 地震动 有效范围 非弹性衰减 Lushan earthquake ground motion effective distance anelastic attenuation
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参考文献8

  • 1温瑞智,任叶飞,黄旭涛,卢滔,齐文浩.芦山7.0级地震强震动记录及其震害相关性[J].地震工程与工程振动,2013,33(4):1-14. 被引量:47
  • 2张勇,许力生,陈运泰.芦山4.20地震破裂过程及其致灾特征初步分析[J].地球物理学报,2013,56(4):1408-1411. 被引量:149
  • 3王卫民,郝金来,姚振兴.2013年4月20日四川芦山地震震源破裂过程反演初步结果[J].地球物理学报,2013,56(4):1412-1417. 被引量:171
  • 4John Douglas.An investigation of analysis of variance as a tool for exploring regional differences in strong ground motions[J].Journal of Seismology.2004(4)
  • 5Wang, Dong,Xie, Lili,Abrahamson, N.A.,Li, Shanyou.Comparison of strong ground motion from the Wenchuan, China, earthquake of 12 may 2008 with the next generation attenuation (NGA) ground-motion models[].Bulletin of the Seismological Society of America.2010
  • 6Timothy D.Ancheta,Robert B.Darragh,Jonathan P.Stewart,Emel Seyhan,Walter J.Silva,Brian S.J.Chiou,Katie E.Wooddell,Robert W.Graves,Albert R.Kottke,David M.Boore.PEER NGA-West2 Database[].PEER Report /.
  • 7Douglas,J.Use of Analysis of Variance for the Investigation of Regional Dependence of Strong Ground Motions[].Proceedings of the th World Conference on Earthquake Engineering.2004
  • 8Boore DM,Stewart JP,Seyhan E, et al.NGA-West2equations for predicting responsespectral accelerations for shallow crustal earthquakes[].PEER Report/.2013

二级参考文献25

  • 1SHAN Bin,XIONG Xiong,ZHENG Yong,DIAO FaQi.Stress changes on major faults caused by M_w7.9 Wenchuan earthquake,May 12,2008[J].Science China Earth Sciences,2009,52(5):593-601. 被引量:55
  • 2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
  • 3BOORE 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.
  • 4STRASSER 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.
  • 5GB/T17742 中国地震烈度表[S]. 2008.
  • 6KALKAN Erol, KUNNATH Sashi.Effects of fling step and forward directivity on seismic response of buildings[J].Earthquake Spectra, 2006, 22(2):367-390.
  • 7BINDI 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.
  • 8HOUSNER Geogre. Intensity of ground motion during strong earthquakes. Second technical report[R].California Institute of Technology, Pasadena, California, August 1952.
  • 9MASI 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.
  • 10DB/T 17-2006 地震台站建设规范强震动台站[S]. 2006.

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