Parametric study on seismic ground response by finite element modelling

Author:

Amorosi Angelo,Boldini Daniela,Elia Gaetano

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference41 articles.

1. Schnabel PB, Lysmer J, Seed HB. SHAKE: a computer program for earthquake response analysis of horizontally layered sites. Report no EERC72-12, Earthquake Engineering Research Center, University of California, Berkeley; 1972.

2. Idriss IM, Lysmer J, Hwang R, Seed HB. QUAD-4: a computer program for evaluating the seismic response of soil structures by variable damping finite element procedures. Report no EERC 73-16, Earthquake Engineering Research Center, University of California, Berkeley; 1973.

3. Idriss IM, Sun JI. SHAKE91: a computer program for conducting equivalent linear seismic response analyses of horizontally layered soils deposits. Center for Geotechnical Modeling, University of California, Davis; 1992.

4. General theory of three-dimensional consolidation;Biot;J Appl Phys,1941

5. The effective stress response of a saturated clay soil to repeated loading;Sangrey;Can Geotech J,1969

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