A microslip model for the seismic response analysis of drained cohesionless soil deposits

Author:

Gambarotta Luigi,Lagomarsino Sergio

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference30 articles.

1. and (eds), Constitutive Equations for Granular Non-cohesive Soils, A. A. Balkema, Rotterdam, 1988.

2. and , ‘SHAKE: A computer program for earthquake response analysis of horizontally layered sites’, Report No. EERC 72–12, Earthquake Engineering Research Centre, University of California, Berkeley, 1972.

3. , and , ‘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 Centre, University of California, Berkeley, 1973.

4. , and , ‘FLUSH: a computer program for approximate 3-D analysis of soil-structure interaction problems’, Report No. EERC 75-30, Earthquake Engineering Research Centre, University of California, Berkeley, 1975.

5. Seismic Response of Horizontal Soil Layers

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