Non-linear site-specific seismic ground response analysis for port sites in Mumbai, India-Reference-Cited by-同舟云学术

Non-linear site-specific seismic ground response analysis for port sites in Mumbai, India

Published:2016 Issue:19 Volume:2 Page:733-736
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Desai Sarika S.¹,Choudhury Deepankar¹

Affiliation:

1. Department of Civil Engineering, Indian Institute of Technology Bombay

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Link

https://www.jstage.jst.go.jp/article/jgssp/2/19/2_IND-22/_pdf

Reference7 articles.

1. 1) Chatterjee, K. and Choudhury, D. (2013): Variations in shear wave velocity and soil site class in Kolkata city using regression and sensitivity analysis, Natural Hazards, 69(3), 2057-2082.

2. 2) Desai, S.S. and Choudhury, D. (2014a): Deaggregation of seismic hazard for two ports in Mumbai metropolitan region, Geotechnical Special Publication No. GSP 240, ASCE, ISBN 978-0-7844-1342-5, VA, USA, 62-71, DOI: 10.1061/9780784413425.008.

3. 3) Desai, S. S. and Choudhury, D. (2014b): Site specific seismic ground response studies for nuclear power plants and ports in Mumbai, Natural Hazards Review, ASCE, USA, Accepted, in press for publication.

4. 4) Hashash, Y.M.A., Groholski, D.R., Philips, C.A. and Park, D. (2008): DEEPSOIL version 5.1, 1-D wave propagation analysis program for geotechnical site response analysis of deep soil deposits, University of Illinois, U.C.

5. 5) Kramer, S.L. (1996): Geotechnical Earthquake Engineering, Prentice-Hall, New Jersey.

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