An equivalent linear algorithm with frequency- and pressure-dependent moduli and damping for the seismic analysis of deep sites

Author:

Assimaki Dominic,Kausel Eduardo

Publisher

Elsevier BV

Subject

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

Reference7 articles.

1. Laird JP, Stokoe KH. Dynamic properties of remolded and undisturbed soil samples tested at high confining pressures. Geotechnical Engineering Report GR93-6, Electrical Power Research Institute; 1993.

2. Pestana JM. A unified constitutive model for sands and clays. ScD Thesis, Department of Civil Engineering, Massachusetts Institute of Technology, June 1994.

3. Assimaki D. Frequency- and depth-dependent dynamic soil properties for seismic analysis of deep sites. MS Thesis, Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, September 1999.

4. A model for dynamic shear modulus and damping for granular soils;Assimaki;J Geotech Geoenviron Engng,2000

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

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