Please use this identifier to cite or link to this item: http://hdl.handle.net/2122/6063
DC FieldValueLanguage
dc.contributor.authorallConvertito, V.; Istituto Nazionale di Geofisica e Vulcanologia, Sezione OV, Napoli, Italiaen
dc.contributor.authorallIervolino, I.; Dipartimento di Ingegneria Strutturale, Università di Napoli Federico II. Napolien
dc.contributor.authorallHerrero, A.; Istituto Nazionale di Geofisica e Vulcanologia. Romaen
dc.date.accessioned2010-06-30T08:11:25Zen
dc.date.available2010-06-30T08:11:25Zen
dc.date.issued2009-06-28en
dc.identifier.urihttp://hdl.handle.net/2122/6063en
dc.description.abstractProbabilistic seismic hazard analysis (PSHA) is currently the soundest basis for the evaluation of the hazard for site-specific engineering design purposes. An increasing number of building codes worldwide acknowledges the uniform hazard spectra as the reference ground motion to determine design actions on structures and to select input signals for seismic structural analysis. The new Italian seismic code requires the seismic input for nonlinear dynamic analysis to be selected on the basis of dominating events, e.g., identified via disaggregation of seismic hazard. In the present study, the design earthquakes expressed in terms of magnitude (M), distance (R) and ε, were investigated for a wide region in the southern Apennines, Italy. The hazards corresponding to peak ground acceleration and spectral acceleration at 1 second having 475-year return period were disaggregated. For each of the disaggregation variables the shapes of the joint and marginal probability density functions were studied and the first two modes of M, R and ε were extracted and mapped. The obtained results can be used as additional information to better identify the design earthquakes. Moreover, for the study area, they allow the assessment of the seismic source contribution to various frequency ranges of the design spectrum.en
dc.language.isoEnglishen
dc.relation.ispartofANIDIS 2009, XIII Convegno Nazionale:L'ingegneria sismica in Italiaen
dc.subjectseismic hazard,en
dc.subjectdisaggregationen
dc.subjectdesign earthquake.en
dc.titleDesign earthquakes’ map: an additional tool for engineering seismic risk analysis. Application to southern Apennines (Italy).en
dc.typeConference paperen
dc.description.statusPublisheden
dc.subject.INGV04. Solid Earth::04.06. Seismology::04.06.04. Ground motionen
dc.subject.INGV04. Solid Earth::04.06. Seismology::04.06.11. Seismic risken
dc.description.ConferenceLocationBologna (Italy)en
dc.relation.referencesBazzurro, P., and C. A. Cornell (1999). Disaggregation of seismic hazard, Bulletin of the Seismological Society of America, 89, 501-520. Bommer, J. J. (2004). Earthquake actions in seismic codes: can current approaches meet the needs of PBSD?, in Performance Based Seismic Design Concepts and Implementation. PEER Report 2004/05, Pacific Earthquake Engineering Research Center University of California Berkeley, CA. CEN, European Committee for Standardisation TC250/SC8/ [2003] Eurocode 8: Design Provisions for Earthquake Resistance of Structures, Part 1.1: General rules, seismic actions and rules for buildings, PrEN1998-1. Convertito, V., and A. Herrero (2004). Influence of focal mechanism in probabilistic seismic hazard analysis, Bulletin of the Seismological Society of America, 94, 2124-2136. Cornell, C. A. (1968). Engineering seismic risk analysis, Bulletin of the Seismological Society of America, 58, 1583-1606. Cornell, C. A. (2004). Hazard, ground motions and probabilistic assessment for PBSD, in Performance Based Seismic Design Concepts and Implementation. PEER Report 2004/05, Pacific Earthquake Engineering Research Center University of California Berkeley, CA. Cramer, H. C., and M. D. Petersen (1996). Predominant seismic source distance and magnitude for Los Angeles, Orange, and Ventura Counties, California, Bulletin of the Seismological Society of America,86, 1645-1649. Gruppo di lavoro CPTI (2004). Catalogo Parametrico dei Terremoti Italiani, versione 2004 (CPTI04), INGV, Bologna. Harmsen S. and A. Frankel (2001). Geographic deaggregation of seismic hazard in the United States, Bulletin of the Seismological Society of America, 91, 13- 26. Iervolino, I., and C. A. Cornell (2005). Record selection for nonlinear seismic analysis of structures, Earthquake Spectra, 21, 685-713. Iervolino, I., and C. A. Cornell (2008). Probability of occurrence of velocity pulses in near-source ground motions, Bulletin of the Seismological Society of America,. 98: 2262-2277. Iervolino, I. G. Maddaloni, and E. Cosenza (2008). Eurocode 8 compliant real record sets for seismic analysis of structures, Journal of Earthquake Engineering, 12(1), 54-90. Inoue, T., and C. A. Cornell (1990). Seismic Hazard Analysis of Multi-Degree-of-Freedom Structures, Reliability of Marine Structures, RMS-8, Stanford, California, 70 pp. McGuire, R. K. (1995). Probabilistic seismic hazard analysis and design earthquakes: Closing the loop, Bulletin of the Seismological Society of America, 85, 1275-1284. Meletti, C., and V. Montaldo (2007). Stime di pericolosità sismica per diverse probabilità di superamento in 50 anni: valori di ag, Progetto DPC-INGV S1, Deliverable D2. [http://esse1.mi.ingv.it/d2.html] (in Italian). Meletti, C., F. Galadini, G. Valensise, M. Stucchi, R. Basili, S. Barba, G. Vannucci, and E. Boschi (2008). A seismic source zone model for the seismic hazard assessment of the Italian territory, Tectonophysics 450, 85–108. CS.LL.PP, DM 14 gennaio, (2008). Norme Tecniche per le Costruzioni, Gazzetta Ufficiale della Repubblica Italiana, 29 (in Italian). Montaldo, V., and C. Meletti (2007). Valutazione del valore della ordinata spettrale a 1 sec e ad altri periodi di interesse ingegneristico, Progetto DPC-INGV S1, Deliverable D3. [http://esse1.mi.ingv.it/d3.html] (in Italian). Montone, P., M. T. Mariucci, S. Pondrelli, and A. Amato (2004). An improved stress map for Italy and surrounding regions (central Mediterranean), Journal of Geophysical Research, 109, B10410, doi:10.1029/2003JB002703. Reiter, L., 1990. Earthquake Hazard Analysis: Issues and Insights, Columbia University Press. Sabetta, F., and A. Pugliese (1996). Estimation of response spectra and simulation of non stationary earthquake ground motion, Bulletin of the Seismological Society of America, 86, 337-352. Spallarossa D., and S. Barani (2007). Disaggregazione della pericolosità sismica in termini di M-R-ε, Progetto DPCINGV S1, Deliverable D14. [http://esse1.mi.ingv.it/d14.html ] (in Italian). U.S. Nuclear Regulatory Commission (2001). Technical Basis for Revision of Regulatory Guidance on Design Ground Motions: Hazard- and Risk-Consistent Ground Motion Spectra Guidelines, NUREG/CR-6728, Government Printing Office, Washington, D.C. Valensise G., A. Amato, P. Montone, and D. Pantosti (2003). Earthquakes in Italy: past, present and future, Episodes, Vol. 26, 245-249. Westaway, R., and J. Jackson (1987). The earthquake of 1980 November 23 in Campania-Basilicata (southern Italy), Geophys. J. R. Astron. Soc., 90, 375-443.en
dc.description.obiettivoSpecifico4.1. Metodologie sismologiche per l'ingegneria sismicaen
dc.description.obiettivoSpecifico4.2. TTC - Modelli per la stima della pericolosità sismica a scala nazionaleen
dc.description.fulltextopenen
dc.contributor.authorConvertito, V.en
dc.contributor.authorIervolino, I.en
dc.contributor.authorHerrero, A.en
dc.contributor.departmentIstituto Nazionale di Geofisica e Vulcanologia, Sezione OV, Napoli, Italiaen
dc.contributor.departmentDipartimento di Ingegneria Strutturale, Università di Napoli Federico II. Napolien
dc.contributor.departmentIstituto Nazionale di Geofisica e Vulcanologia. Romaen
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 OV, Napoli, Italia-
crisitem.author.deptUniversità degli Studi di Napoli Federico II-
crisitem.author.deptIstituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Roma1, Roma, Italia-
crisitem.author.orcid0000-0002-7115-7502-
crisitem.author.orcid0000-0002-4076-2718-
crisitem.author.orcid0000-0001-5633-5852-
crisitem.author.parentorgIstituto Nazionale di Geofisica e Vulcanologia-
crisitem.author.parentorgIstituto Nazionale di Geofisica e Vulcanologia-
crisitem.classification.parent04. Solid Earth-
crisitem.classification.parent04. Solid Earth-
crisitem.department.parentorgIstituto Nazionale di Geofisica e Vulcanologia-
Appears in Collections:Conference materials
Files in This Item:
File Description SizeFormat
convertito 2009.pdf799.81 kBAdobe PDFView/Open
Show simple item record

Page view(s)

169
checked on Mar 27, 2024

Download(s) 50

157
checked on Mar 27, 2024

Google ScholarTM

Check