A New Frequency Domain Framework of Inverse Ground Response Analysis for the Determination of Dynamic Soil Properties in a Two-Layered System

Author:

Mondal Joy Kumar1ORCID,Kumar Abhishek2ORCID

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, Guwahati 781039, India; Assistant Professor, Swami Vivekananda Univ., Malir Math, Kolkata 700121, West Bengal, India. ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, Guwahati 781039, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference78 articles.

1. Centrifuge modeling studies of site response in soft clay over wide strain range;Afacan K. B.;J. Geotech. Geoenviron. Eng.,2014

2. Alemu, B. E., A. Worku, G. M. Wassie, and G. T. Habtesellasie. 2018. “Ground response analysis of representative sites of Hawassa city.” In Geotechnical Earthquake Engineering and Soil Dynamics V: Seismic Hazard Analysis, Earthquake Ground Motions, and Regional-Scale Assessment, edited by S. J. Brandenberg and M. T. Manzari, 422–434. Reston, VA: ASCE.

3. Separation of source and site effects by generalized inversion technique using the aftershock recordings of the 2009 L’Aquila earthquake;Ameri G.;Bull. Earthquake Eng.,2011

4. Anbazhagan P. T. G. Sitharam and C. Divya. 2007. “Site response analyses based on site specific soil properties using geotechnical and geophysical tests: Correlations between Vs30 G max and N60.” In Proc. 4th Int. Conf. on Earthquake Geotechnical Engineering. Berlin Germany: Springer.

5. Anderson, D. G., and Y. K. Tang. 1989. Vol. 2 of Summary of soil characterization program for the Lotung large-scale seismic experiment. Rep. No. NP-6I54. Palo Alto, CA: Electric Power Research Institute.

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