Please use this identifier to cite or link to this item: http://hdl.handle.net/2122/8624
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dc.contributor.authorallMassa, Marco; Istituto Nazionale di Geofisica e Vulcanologia, Sezione Milano-Pavia, Milano, Italiaen
dc.contributor.authorallLovati, Sara; Istituto Nazionale di Geofisica e Vulcanologia, Sezione Milano-Pavia, Milano, Italiaen
dc.contributor.authorallBarani, Simone; Università di Genovaen
dc.contributor.editorallWCEE proceedingsen
dc.date.accessioned2013-04-15T09:51:46Zen
dc.date.available2013-04-15T09:51:46Zen
dc.date.issued2013-09-25en
dc.identifier.urihttp://hdl.handle.net/2122/8624en
dc.description.abstractThis work talks about the relevance of topographic effects in local site response evaluations. In this way some Italian test sites, characterized by the presence of a seismic station installed at the top of a steep topography, were investigated. The influence of the morphology was evaluated, at first, by performing rotational spectral ratio analyses, both in term of single station measurements (i.e. horizontal to vertical spectral ratio, HVSR) and, if possible, also considering reference sites (i.e.standard spectral ratio, SSR) and, at second, evaluating the residuals (logarithmic difference between observed and predicted data) estimated in term of acceleration response spectra for period up to 2.0 s. In this way, the ground motion prediction equations calibrated for Italy by Bindi et al., 2010 were considered. Finally, in correspondence of two selected topographies with seismic stations installed both at the top and at the base, the design elastic acceleration response spectra as proposed by the Italian seismic regulations (NTC, 2008) were evaluated in terms of shape and amplitude.en
dc.language.isoEnglishen
dc.relation.ispartofWCEE proceedings, lisboa, September 2013en
dc.subjecttopographic effects, ground motion prediction equations, seismic regulationsen
dc.titleSeismic amplification in presence of topography and their consequences for ground motion predictions and seismic code for building: the case of Italyen
dc.typeConference paperen
dc.description.statusPublisheden
dc.subject.INGV05. General::05.02. Data dissemination::05.02.02. Seismological dataen
dc.description.ConferenceLocationLisbonaen
dc.relation.referencesBarani S., Spallarossa D. and Bazzurro P. (2009). Disaggregation of Probabilistic Ground-Motion Hazard in Italy, Bull. Seism. Soc. Am., vol. 99, n. 5, 2638-2661. Bard P. Y. (1982). Diffracted waves and displacement field over two-dimensional elevated topographies. Geophys. J. Int., 71, 731-760. Bindi D., Luzi L., Pacor F. And Paolucci R. (2011). Identification of accelerometric stations in ITACA with distinctive features in their seismic response, Bull. Earth. Eng., vol. 9, n. 6, 1921-1939. Bindi D., Luzi L., Massa M. and Pacor F. (2010). Horizontal and vertical ground motion prediction equations derived from the Italian Accelerometric Archive (ITACA), Bull. Earth. Eng., vol. 8, n. 5, 1209-1230. Boore D. M. (1972). A note on the effect of simple topography on seismic SH waves. Bull. Seism. Soc. Am., 62, 275-284. Brambati A., Faccioli E., Carulli G. B., Cucchi F., Onofri R. Stefanini S. and Ulcigrai F. (1980). Studio di microzonazione sismica dell’area di Tarcento (Friuli), CLUET, Trieste (in Italian). Buech F., Davies T. R. and Pettina J. R. (2010). The Little Red Hill Seismic Experimental Study: Topographic Effects on Ground Motion at a Bedrock-Dominated Mountain Edifice, Bull. Seism. Soc. Am., 100, 5A, 2219-2229. Celebi M. (1987). Topographical and geological amplifications determined from strong motion and aftershock records of the 3 March 1985 Chile earthquake, Bull. Seism. Soc. Am., 77, 4, 1147-1167. Faccioli E. (1986). Elementi per una guida alle indagini di Microzonazione Sismica-Progetto Finalizzato “Geodinamica” monografie finali Vol.7, CNR, Quaderni “La ricerca scientifica”, Roma. 72-82 (in Italian) Hartzell S. H., Carver D. L. and King K. W. (1994). Initial investigation of site and topographic effects at Robinwood Ridge, California, Bull. Seism. Soc. Am., 84, 1336-1349. Konno, K., and T. Ohmachi (1998). Ground-motion characteristics estimated from spectral ratio between horizontal and vertical components of microtremors, Bull. Seism. Soc. Am. 88, 228-241. Marzorati S., Ladina C., Falcucci E., Gori S., Ameri G., and Galadini F. (2011). Site effects “on the rock”: the case of Castelvecchio Subequo (L’Aquila, Cnntral Italy), submitted to Bull. Earthquake Engineering. Massa M., Lovati S., D'Alema E., Ferretti G. and Bakavoli M. (2010). An experimental approach for estimating seismic amplification effects at the top of a ridge, and the implication for ground-motion predictions: the case of Narni (central Italy), Bull. Seism. Soc. Am., 100, 3020 - 3034. Massa M., Ferretti G., Cevasco A., Isella L. e Eva C. (2004). Analysis of site amplification phenomena: an application in Ripabottoni for the 2002 Molise, Italy, earthquake, Earth. Spectra, 20, issue S1, 107-118. NTC (Nuove Norme Tecniche per le Costruzioni) (2008). Part 3: Categorie di sottosuolo e condizioni topografiche, Gazzetta Ufficiale n. 29 del 4 febbraio 2008. Pischiutta M., Cultrera G., Caserta A., Luzi L. and Rovelli A. (2010). Topographic effects on the hill of Nocera Umbra, central Italy, Geophysical Journal International, Vol. 182, 2, 977–987. Rastrepo J. I. and Cowan H. (2000). The “Eje Cafetero” earthquake, Colombia of January 25 1999, Bulletin of New Zealand Society of Earthquake Engineering, 33, 1-29. Spudich P., Hellweg M., and Lee W.H.K. (1996). Directional topographic site response at Tarzana observed in aftershocks of the 1994 Northridge, California, earthquake: implications for mainshock motions, Bull. Seism. Soc. Am., 86, 193-208. Stucchi M, Meletti C., Montaldo V., Crowley H., Calvi G. M., Boschi E. (2011). Seismic Hazard Assessment (2003–2009) for the Italian Building Code, Bull. Seism. Soc. Am., vol. 101, 1885-1911.en
dc.description.obiettivoSpecifico4.1. Metodologie sismologiche per l'ingegneria sismicaen
dc.description.fulltextopenen
dc.contributor.authorMassa, Marcoen
dc.contributor.authorLovati, Saraen
dc.contributor.authorBarani, Simoneen
dc.contributor.departmentIstituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italiaen
dc.contributor.departmentIstituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italiaen
dc.contributor.departmentUniversità di Genovaen
item.openairetypeConference paper-
item.cerifentitytypePublications-
item.languageiso639-1en-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
crisitem.author.deptIstituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia-
crisitem.author.deptIstituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia-
crisitem.author.deptDipTeRis Università di Genova-
crisitem.author.orcid0000-0003-0696-2035-
crisitem.author.orcid0000-0002-2046-2152-
crisitem.author.parentorgIstituto Nazionale di Geofisica e Vulcanologia-
crisitem.author.parentorgIstituto Nazionale di Geofisica e Vulcanologia-
crisitem.classification.parent05. General-
crisitem.department.parentorgIstituto Nazionale di Geofisica e Vulcanologia-
crisitem.department.parentorgIstituto Nazionale di Geofisica e Vulcanologia-
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