A frequency domain approach to evaluate 2D seismic site response: application to the real case
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geophysics,Building and Construction
Link
https://link.springer.com/content/pdf/10.1007/s40328-023-00411-0.pdf
Reference42 articles.
1. Adampira M, Derakhshandi M (2020) Influence of a layered liquefiable soil on seismic site response using physical modeling and numerical simulation. Eng Geol 266(5):105462. https://doi.org/10.1016/j.enggeo.2019.105462
2. Assimaki D (2004) Topography effects in the 1999 Athens earthquake: engineering issues in seismology, Massachusetts Institute of Technology
3. Assimaki D, Kausel E (2007) Modified topographic amplification factors for a single-faced slope due to kinematic soil-structure interaction. J Geotech Geoenviron Eng 133(11):1414–1431. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:11(1414)
4. Bard PY, Gariel JC (1986) The seismic response of two-dimensional sedimentary deposits with large vertical velocity gradients. Bull Seismol Soc Am 76(2):343–366. https://doi.org/10.1785/BSSA0760020343
5. Bazrafshan Moghaddam A, Bagheripour MH (2011) Ground response analysis using non-recursive matrix implementation of hybrid frequency-time domain (HFTD) approach. Sci Iran 18(6):1188–1197. https://doi.org/10.1016/j.scient.2011.11.019
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