Prediction of seismic slope displacements by dynamic stick-slip analyses

TROPEANO, GIUSEPPE
2008-01-01

Abstract

A good working balance between simplicity and reliability in assessing seismic slope stability is represented by displacement-based methods, in which the effects of deformability and ductility can be either decoupled or coupled in the dynamic analyses. In this paper, a 1D lumped mass stick slip model is developed, accounting for soil heterogeneity and non linear behaviour, with a base sliding mechanism at a potential rupture surface. The results of the preliminary calibration show a good agreement with frequency-domain site response analysis in no-slip conditions. The comparison with rigid sliding block analyses and with the decoupled approach proves that the stick-slip procedure can result increasingly unconservative for soft soils and deep sliding depths. © 2008 American Institute of Physics.
2008
Inglese
Seismic Engineering Conference commemorating the 1908 Messina and Reggio Calabria Earthquake (MERCEA'08),
9780735405424
AIP CONFERENCE PROCEEDINGS
1020
475
484
10
Seismic Engineering International Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake, MERCEA 2008
Esperti anonimi
8 July 2008 through 11 July 2008
Reggio Calabria; Italy
internazionale
scientifica
displacements; numerical analysis; seismic slope stability
no
4 Contributo in Atti di Convegno (Proceeding)::4.1 Contributo in Atti di convegno
Ausilio, E; Costanzo, A; Silvestri, F.; Tropeano, Giuseppe
273
4
4.1 Contributo in Atti di convegno
reserved
info:eu-repo/semantics/conferencePaper
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