03-30-2011, 07:57 AM
Dear all, seismic paper,
1. Steven L. Kramer and Matthew W. Smith Modified Newmark Model for Seismic Displacements of Compliant Slopes,J. Geotech. and Geoenvir. Engrg. 123, 635 (1997 ); doi:10.1061/(ASCE)1090-
0241(1997)123:7(635) (10 pages)
2. Kramer, S., and Arduino,p. Constitutive modeling of cyclic mobility and implications for site response. In Proceedings of the 2nd International Conference on Earthquake Geotechnical Engineering,
Balkema, Rotterdam, The Netherlands, 1999.pp. 1029-1034.
3. Makdisi, Seed, (1978), “Simplified procedure for estimation dan and embankment earthquake-induced deformations”, Journal of the Geotechnical Engineering Division, ASCE, Vol. 104, No,
GT7:569-587
Thanks so much.
1. Steven L. Kramer and Matthew W. Smith Modified Newmark Model for Seismic Displacements of Compliant Slopes,J. Geotech. and Geoenvir. Engrg. 123, 635 (1997 ); doi:10.1061/(ASCE)1090-
0241(1997)123:7(635) (10 pages)
2. Kramer, S., and Arduino,p. Constitutive modeling of cyclic mobility and implications for site response. In Proceedings of the 2nd International Conference on Earthquake Geotechnical Engineering,
Balkema, Rotterdam, The Netherlands, 1999.pp. 1029-1034.
3. Makdisi, Seed, (1978), “Simplified procedure for estimation dan and embankment earthquake-induced deformations”, Journal of the Geotechnical Engineering Division, ASCE, Vol. 104, No,
GT7:569-587
Thanks so much.