Preliminary results of ground-motion characteristics

Annals of Geophysics

Volumn 55, Issue 4, 2012, Pages 609-614

  Bozzoni, Francesca ^a   Lai, Carlo G ^a,b   Scandella, Laura ^a  

^a EUROPEAN CENTRE FOR TRAINING AND RESEARCH IN EARTHQUAKE ENGINEERING EUCENTRE   (Italy)

^b UNIVERSITY OF PAVIA   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE EVENT; GROUND MOTION; PEAK ACCELERATION; SEISMOLOGY;

EID: 84868098859     PISSN: 15935213     EISSN: None     Source Type: Journal    
DOI: 10.4401/ag-6121     Document Type: Article

References (6)

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2. Cauzzi, C., and E. Faccioli (2008). Broadband (0.05 to 20 s) prediction of displacement response spectra based on worldwide digital records, J. Seismol., 3; doi:10.1007/s10 950-008-9098-y.
3. EN 1998-1 (2005). Eurocode 8-Design of Structures for Earthquake Resistance-Part 1: General rules, seismic actions and rules for buildings, EN 1998-1, CEN, Brussels.
4. NTC (2008). Norme tecniche per le Costruzioni, D.M. 14.1.2008 (Italian Building Code).
5. Rota, M., C.G. Lai and C.L. Strobbia (2011). Stochastic 1D site-response analysis at a site in central Italy, Soil Dyn. Earthq. Eng., 31, 626-639.
6. Toscani, G., P. Burrato, D. Di Bucci, S. Seno and G. Valensise (2009). Plio-Quaternary tectonic evolution of the northern Apennines thrust fronts (Bologna-Ferrara section, Italy): Seismotectonic implications, B. Soc. Geol. Ital., 128, 605-613.