An uncoupled procedure for performance assessment of slopes in seismic conditions

Author:

Tropeano G.ORCID,Silvestri F.,Ausilio E.

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference47 articles.

1. Ambraseys NN, Menu JM (1988) Earthquake-induced ground displacements. Earthq Eng Struct Dynam 16(7):985–1006. doi: 10.1002/eqe.4290160704

2. Ambraseys NN, Simpson KA, Bommer JJ (1996) Prediction of horizontal response spectra in Europe. Earthquake Eng Struct Dynam 25(4):371–400. doi: 10.1002/(SICI)1096-9845(199604)25:4<371::AID-EQE550>3.0.CO;2-A

3. Ausilio E, Silvestri F, Troncone A, Tropeano G (2007a) Seismic displacement analysis of homogeneous slopes: a review of existing simplified methods with reference to Italian seismicity. In: Pitilakis K (ed) IV International conference on earthquake geotechnical engineering, Thessaloniki, Greece, 2007, Thessaloniki, Greece, p paper no. 1614

4. Ausilio E, Silvestri F, Tropeano G (2007b) Simplified relationships for estimating seismic slope stability. In: Workshop on evaluation committee for the application of EC8, XIV ECSMGE, Madrid, Spain, Madrid, Spain

5. Ausilio E, Costanzo A, Silvestri F, Tropeano G (2009) Evaluation of seismic displacements of a natural slope by simplified methods and dynamic analyses. In: Kokusho T, Tsukamoto Y, Yoshimine M (eds) 1st International conference on performance-based design in earthquake geotechnical engineering: from case history to practice. CRC Press, Tokyo, pp 955–962

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