The recording stations of the Italian strong motion network: geological information and site classification
Author(s)
Language
English
Obiettivo Specifico
4.1. Metodologie sismologiche per l'ingegneria sismica
Status
Published
JCR Journal
JCR Journal
Peer review journal
Yes
Issue/vol(year)
6/9(2011)
Publisher
Springer
Pages (printed)
1779-1796
Date Issued
December 2011
Abstract
One of the main objectives of the ITACA (ITalian ACcelerometric Archive) strong motion database, promoted by the Italian Department of Civil Protection, was to
improve the characterization of the recording sites from a geological and geophysical point of view and to provide their seismic classification according to the seismic norms pertinent to Italy, namely the Eurocode 8 and the National Technical Norms for Constructions.
A standard format to summarize the available information for the recording stations was
first produced, in terms of a technical report dynamically linked to the database, i.e., some of the relevant information is automatically updated when the corresponding fields of the database are modified. Then, an important activity of collection, qualification and synthesis of available data was carried out, especially for stations that recorded the strongest earthquakes in Italy in the last 40 years, and for which a relevant number of studies have been published. In spite of this activity, among the more than 700 strong motion stations present in the ITACA database, only a limited number of them could be characterized by quantitative
information on subsurface soil properties. For this reason, a dual seismic site classification criterion was implemented, either based on the standard Vs,30 scheme, or, in the absence of such information, based on an expert opinion supported by shallow geology maps, mostly at 1:100,000 scale, and when available on the H/V ratios calculated on recordings. Owing to the relevance in the Italian geographic and morphological context, a special care was also given to the topographic classification of stations, based on suitable criteria developed within a GIS environment.
improve the characterization of the recording sites from a geological and geophysical point of view and to provide their seismic classification according to the seismic norms pertinent to Italy, namely the Eurocode 8 and the National Technical Norms for Constructions.
A standard format to summarize the available information for the recording stations was
first produced, in terms of a technical report dynamically linked to the database, i.e., some of the relevant information is automatically updated when the corresponding fields of the database are modified. Then, an important activity of collection, qualification and synthesis of available data was carried out, especially for stations that recorded the strongest earthquakes in Italy in the last 40 years, and for which a relevant number of studies have been published. In spite of this activity, among the more than 700 strong motion stations present in the ITACA database, only a limited number of them could be characterized by quantitative
information on subsurface soil properties. For this reason, a dual seismic site classification criterion was implemented, either based on the standard Vs,30 scheme, or, in the absence of such information, based on an expert opinion supported by shallow geology maps, mostly at 1:100,000 scale, and when available on the H/V ratios calculated on recordings. Owing to the relevance in the Italian geographic and morphological context, a special care was also given to the topographic classification of stations, based on suitable criteria developed within a GIS environment.
References
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earth/features/aster-20090629.html
CEN (Comité Européen de Normalisation) (2003) prEN 1998-1-Eurocode 8: design of structures for earthquake
resistance—part 1: general rules, seismic actions and rules for buildings. Draft No 6, Doc CEN/TC250/SC8/N335, January 2003, Brussels Cruden DM, Varnes DJ (1996) Landslide types and processes. In: Turner AK, Shuster RL (eds) Landslides:
investigation and mitigation. Transp Res Board Spec Rep 247:36–75
Di Alessandro C, Bonilla LF, Rovelli A, ScottiO(2008) Influence of site classification on computing empirical
ground-motio prediction equations in Italy. EOS Trans Am Geophys Un 89(53), Fall Meeting Suppl.,
Abstract S12A-05
Di Capua G, Lanzo G (2010). Revised seismic classification of the ITACA stations, according to the EC8 and
the Italian norms site classes, Deliverable D10, Project S4 The Italian strong motion database. http://
esse4.mi.ingv.it/images/stories/deliverable_d10.pdf
Figini R (2006) Analisi degli effetti di sito sui lunghi periodi degli spettri di risposta di spostamento.Master’s
Thesis, Politecnico di Milano (in Italian)
Fontanive A, Gorelli V, Zanetti L (1985) Raccolta di informazioni sulle postazioni accelerometriche del Friuli.
Commissione ENEA-ENEL per lo studio dei problemi sismici connessi con la realizzazione di impianti
nucleari. Rome, Italy (in Italian)
Foti S, Parolai S, Albarello D (2009) Application of surface wave methods for seismic site characterization,
Deliverable D6, Project S4 The Italian strong motion database. http://esse4.mi.ingv.it/
Foti S, Parolai S, Bergamo P, Di Giulio G, Maraschini M, Milana G, Picozzi M, Puglia R (2011) Surface
wave surveys for seismic site characterization of accelerometric stations in ITACA. Bull Earthquake
Eng. doi:10.1007/s10518-011-9306-y
Fukushima Y, Bonilla LF, Scotti O, Douglas J (2007) Site classification using horizontal-to-vertical response
spectral ratios and its impact when deriving empirical ground motion prediction equations. J Earthq Eng
11:712–724
Iervolino I, Galasso C, Pacor F, Paolucci R (2011) Engineering ground motion record selection in the ITalian
ACcelerometric Archive. Bull Earthquake Eng. doi:10.1007/s10518-011-9300-4
ISPRA—Istituto Superiore per la Protezione e laRicerca Ambientale (2008) Landslides in Italy. Special report,
83. ISBN 978-88-448-0355-1. http://www.mais.sinanet.apat.it/cartanetiffi/
ISMES (1992) Progetto Irpinia—Studi e indagini geotecniche sulle postazioni della Rete Accelerometrica
Nazionale ENEL. Allegato 12 (In Italian)
Kayen R, Scasserra G, Stewart JP, Lanzo G (2008) Shear wave structure of Umbria and Marche, Italy, strong
motion seismometers sites affected by the 1997 Umbria-Marche, Italy, earthquake sequence. USGS,
Menlo Park, California, USA, open file report 2008-1010, p 46
Luzi L, Hailemikael S, Bindi D, Pacor F,Mele F, Sabetta F (2008) ITACA (ITalian ACcelerometric Archive):
a web portal for the dissemination of Italian strong-motion data. Seismol Res Lett 79(5):716–722
Luzi L, Lovati S, D’Alema E,Marzorati S, Di Giacomo D, Hailemikael S, Cardarelli E, Cercato M, Di Filippo
G, Milana G, Di Giulio G, Rainone M, Torrese P, Signanini P, Scarascia Mugnozza G, Rivellino S,
Gorini A (2010) Italian accelerometric archive: geological, geophysical and geotechnical investigations
at strong-motion stations. Bull Earthquake Eng 8:1189–1207
Michelini A, Faenza L, Lanciani V, Malagnini L (2008) Shakemap implementation in Italy. Seismol Res Lett
79(5):688–697
NTC (2008). Norme Tecniche per le Costruzioni, DM 14/01/2008, GU n.29 del 04/02/2008, Suppl. Ord. 30
(in Italian)
Pacor F, Paolucci R, Luzi L, Sabetta F, Spinelli A, Gorini A, Nicoletti M, Marcucci S, Filippi L, Dolce M
(2011) Overview of the Italian strong motion database ITACA 1.0. Bull Earthquake Eng. doi:10.1007/
s10518-011-9327-6
Palazzo S (1991a) Progetto Irpinia—Elaborazione dei risultati delle indagini geotecniche in sito ed in laboratorio
eseguite nelle postazioni accelerometriche di Bagnoli Irpino, Calitri, Auletta, Bisaccia, Bovino,
Brienza, Rionero in Vulture, Sturno, Benevento e Mercato S. Severino. Ente Nazionale Energia Elettrica
(ENEL), Direzione delle Costruzioni, Rome, Italy
Palazzo S (1991b) Progetto Irpinia—Elaborazione dei risultati delle indagini geotecniche in sito ed in laboratorio
eseguite nelle postazioni accelerometriche di Sannicandro, Tricarico, Vieste, Arienzo, S.Severo e
Garigliano. Ente Nazionale Energia Elettrica (ENEL), Direzione delle Costruzioni, Rome, Italy
Pessina V (2010) Appendix B NTC topographic classification of ITACA recording stations of Deliverable
D10, Project S4 The Italian strong motion database. http://esse4.mi.ingv.it/
Pessina V, Fiorini E, Paolucci R (2010) GIS-based identification of topographic sitesin Italy with significant
ground motion amplification effects. In: 5th International conference on recent advances in geotechnical
earthquake engineering and soil dynamics, San Diego, CA, May 24–29
Zhao JX, Irikura K, Zhang J, Fukushima Y, Somerville PG, Asano A, Ohno Y, Oouchi T, Takahashi T, Ogawa
H (2006) An empirical site-classificationmethod for strong-motion stations in Japan using H/V response
spectral ratio. Bull Seismol Soc Am 96:914–925
earth/features/aster-20090629.html
CEN (Comité Européen de Normalisation) (2003) prEN 1998-1-Eurocode 8: design of structures for earthquake
resistance—part 1: general rules, seismic actions and rules for buildings. Draft No 6, Doc CEN/TC250/SC8/N335, January 2003, Brussels Cruden DM, Varnes DJ (1996) Landslide types and processes. In: Turner AK, Shuster RL (eds) Landslides:
investigation and mitigation. Transp Res Board Spec Rep 247:36–75
Di Alessandro C, Bonilla LF, Rovelli A, ScottiO(2008) Influence of site classification on computing empirical
ground-motio prediction equations in Italy. EOS Trans Am Geophys Un 89(53), Fall Meeting Suppl.,
Abstract S12A-05
Di Capua G, Lanzo G (2010). Revised seismic classification of the ITACA stations, according to the EC8 and
the Italian norms site classes, Deliverable D10, Project S4 The Italian strong motion database. http://
esse4.mi.ingv.it/images/stories/deliverable_d10.pdf
Figini R (2006) Analisi degli effetti di sito sui lunghi periodi degli spettri di risposta di spostamento.Master’s
Thesis, Politecnico di Milano (in Italian)
Fontanive A, Gorelli V, Zanetti L (1985) Raccolta di informazioni sulle postazioni accelerometriche del Friuli.
Commissione ENEA-ENEL per lo studio dei problemi sismici connessi con la realizzazione di impianti
nucleari. Rome, Italy (in Italian)
Foti S, Parolai S, Albarello D (2009) Application of surface wave methods for seismic site characterization,
Deliverable D6, Project S4 The Italian strong motion database. http://esse4.mi.ingv.it/
Foti S, Parolai S, Bergamo P, Di Giulio G, Maraschini M, Milana G, Picozzi M, Puglia R (2011) Surface
wave surveys for seismic site characterization of accelerometric stations in ITACA. Bull Earthquake
Eng. doi:10.1007/s10518-011-9306-y
Fukushima Y, Bonilla LF, Scotti O, Douglas J (2007) Site classification using horizontal-to-vertical response
spectral ratios and its impact when deriving empirical ground motion prediction equations. J Earthq Eng
11:712–724
Iervolino I, Galasso C, Pacor F, Paolucci R (2011) Engineering ground motion record selection in the ITalian
ACcelerometric Archive. Bull Earthquake Eng. doi:10.1007/s10518-011-9300-4
ISPRA—Istituto Superiore per la Protezione e laRicerca Ambientale (2008) Landslides in Italy. Special report,
83. ISBN 978-88-448-0355-1. http://www.mais.sinanet.apat.it/cartanetiffi/
ISMES (1992) Progetto Irpinia—Studi e indagini geotecniche sulle postazioni della Rete Accelerometrica
Nazionale ENEL. Allegato 12 (In Italian)
Kayen R, Scasserra G, Stewart JP, Lanzo G (2008) Shear wave structure of Umbria and Marche, Italy, strong
motion seismometers sites affected by the 1997 Umbria-Marche, Italy, earthquake sequence. USGS,
Menlo Park, California, USA, open file report 2008-1010, p 46
Luzi L, Hailemikael S, Bindi D, Pacor F,Mele F, Sabetta F (2008) ITACA (ITalian ACcelerometric Archive):
a web portal for the dissemination of Italian strong-motion data. Seismol Res Lett 79(5):716–722
Luzi L, Lovati S, D’Alema E,Marzorati S, Di Giacomo D, Hailemikael S, Cardarelli E, Cercato M, Di Filippo
G, Milana G, Di Giulio G, Rainone M, Torrese P, Signanini P, Scarascia Mugnozza G, Rivellino S,
Gorini A (2010) Italian accelerometric archive: geological, geophysical and geotechnical investigations
at strong-motion stations. Bull Earthquake Eng 8:1189–1207
Michelini A, Faenza L, Lanciani V, Malagnini L (2008) Shakemap implementation in Italy. Seismol Res Lett
79(5):688–697
NTC (2008). Norme Tecniche per le Costruzioni, DM 14/01/2008, GU n.29 del 04/02/2008, Suppl. Ord. 30
(in Italian)
Pacor F, Paolucci R, Luzi L, Sabetta F, Spinelli A, Gorini A, Nicoletti M, Marcucci S, Filippi L, Dolce M
(2011) Overview of the Italian strong motion database ITACA 1.0. Bull Earthquake Eng. doi:10.1007/
s10518-011-9327-6
Palazzo S (1991a) Progetto Irpinia—Elaborazione dei risultati delle indagini geotecniche in sito ed in laboratorio
eseguite nelle postazioni accelerometriche di Bagnoli Irpino, Calitri, Auletta, Bisaccia, Bovino,
Brienza, Rionero in Vulture, Sturno, Benevento e Mercato S. Severino. Ente Nazionale Energia Elettrica
(ENEL), Direzione delle Costruzioni, Rome, Italy
Palazzo S (1991b) Progetto Irpinia—Elaborazione dei risultati delle indagini geotecniche in sito ed in laboratorio
eseguite nelle postazioni accelerometriche di Sannicandro, Tricarico, Vieste, Arienzo, S.Severo e
Garigliano. Ente Nazionale Energia Elettrica (ENEL), Direzione delle Costruzioni, Rome, Italy
Pessina V (2010) Appendix B NTC topographic classification of ITACA recording stations of Deliverable
D10, Project S4 The Italian strong motion database. http://esse4.mi.ingv.it/
Pessina V, Fiorini E, Paolucci R (2010) GIS-based identification of topographic sitesin Italy with significant
ground motion amplification effects. In: 5th International conference on recent advances in geotechnical
earthquake engineering and soil dynamics, San Diego, CA, May 24–29
Zhao JX, Irikura K, Zhang J, Fukushima Y, Somerville PG, Asano A, Ohno Y, Oouchi T, Takahashi T, Ogawa
H (2006) An empirical site-classificationmethod for strong-motion stations in Japan using H/V response
spectral ratio. Bull Seismol Soc Am 96:914–925
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