Identification of Ground Response Parameters of Itanagar City, Arunachal Pradesh, India, Using Varying Seismic Intensities and Equivalent Linear Analysis Approach

Author:

Anshu Aditya KumarORCID,Taipodia JumrikORCID,Kumar Shiv ShankarORCID,Dey ArindamORCID

Funder

Arunachal Pradesh Public Work Department

Publisher

Springer Science and Business Media LLC

Reference62 articles.

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2. Seed HB, Idriss IM (1970) Soil moduli and damping factors for dynamic response analyses. Technical Report No. EERC 70. Earthquake Engineering Research Center, University of California Berkeley, USA. https://ntrl.ntis.gov/NTRL/dashboard/searchResults/titleDetail/PB197869.xhtml

3. Hosseini SMMM, Pajouh MA, Hosseini FMM (2010) The limitations of equivalent linear site response analysis considering soil nonlinearity properties. In: Fifth international conference on recent advances in geotechnical earthquake engineering and soil dynamics, San Diego, California, USA, 3.02b, 1–11

4. Kramer SL (1996) Geotechnical earthquake engineering. Prentice Hall, New York, USA

5. Hashash YMA, Groholski DR, Philips C (2010) Recent advances in nonlinear site response analysis. In: fifth international conference on recent advances in geotechnical earthquake engineering and soil dynamics, San Diego, California, USA, OSP4, pp. 1–22

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