Efficient time-domain deconvolution of seismic ground motions using the equivalent-linear method for soil-structure interaction analyses

Author:

Khazaei Poul Masoud,Zerva Aspasia

Funder

U.S. National Science Foundation

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference42 articles.

1. Zerva A, Falamarz-Sheikhabadi M, Khazaei Poul M. Issues with the use of spatially variable seismic ground motions in engineering applications. In: Recent Advances in Earthquake Engineering in Europe, Chapter 9, Springer, isbn: 978-3-319-75740-7.

2. SHAKE a computer program for earthquake response analysis of horizontally layered sites;Schnabel,1972

3. Hashash Y, Phillips C, Groholski DR. Recent advances in non-linear site response analysis. In: Proceedings of the Fifth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, California 24–29; 2010.

4. SHAKE91: a computer program for conducting equivalent linear seismic response analyses of horizontally layered soil deposits;Idriss,1992

5. Seismic simulation of inelastic soils via frequency-dependent moduli and damping;Kausel;J Eng Mech,2002

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