Seismic ground motion variations resulting from site conditions 被引量：1

Seismic ground motion variations resulting from site conditions

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摘要 Amplification of seismic ground motions in the territory of Almaty city is evaluated by using different methods. The pattern and probable causes of ground motion variations in different engineering-geological conditions are characterized. An expeditious application of these techniques within a complex methodical approach for Almaty city microzonation is considered. Amplification of seismic ground motions in the territory of Almaty city is evaluated by using different methods. The pattern and probable causes of ground motion variations in different engineering-geological conditions are characterized. An expeditious application of these techniques within a complex methodical approach for Almaty city microzonation is considered.

作者 Silacheva N Kulbayeva U Kravchenko N

机构地区 LLC Institute of Seismology

出处《Geodesy and Geodynamics》 2014年第2期9-15,共7页 大地测量与地球动力学（英文版）

关键词 ground motion variations spectral ratio methodical approach ground motion variations spectral ratio methodical approach

分类号 P315 [天文地球—地震学]

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参考文献5

1Silacheva N V, Bindi D, Piltz M and Parolai S. Site effects esti- mation in Almaty by using existing seismic noise and earthquake data. Proceeding of the National Academic of Science of the Re- public of Kazakhstan, 2011, 3:54-62. ( in Russian).
2Silacheva N V. Analysis of seismic effect in the territory of Almaty city on the base of strong motion network data. Proceeding of the National Academic of Science of the Republic of Kazakhstan, 2011, 2:39-48. (in Russian).
3Shatsilov V I. Research method used for seismic hazard assessment of the territory of Almaty, 1987. (in Russian).
4Bardet J P, Iehii K and Lin C H. EERA: A computer program for equivalent-linear earthquake site response analysis of layered soil deposits. Department of Civil Engineering, University of Southern California, 2000.
5Bardet J P and Tobita T. NERA: A computer program for nonlin- ear earthquake site response analyses of layered soil deposits. De- partment of Civil Engineering, University of Southern California, 2001.

同被引文献3

1N.V.Silacheva,U.K.Kulbayeva,N.A.Kravchenko.On the realization of seismic microzonation of Almaty (Kazakhstan) in ground accelerations based on the “continual” approach[J].Geodesy and Geodynamics,2020,11(1):56-63. 被引量：2
2Bashar Tarawneh.Predicting standard penetration test N-value from cone penetration test data using artificial neural networks[J].Geoscience Frontiers,2017,8(1):199-204. 被引量：7
3N.V.Silacheva,U.K.Kulbayeva,N.A.Kravchenko.Probabilistic seismic hazard assessment of Kazakhstan and Almaty city in peak ground accelerations[J].Geodesy and Geodynamics,2018,9(2):131-141. 被引量：3

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Seismic ground motion variations resulting from site conditions 被引量：1

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