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http://hdl.handle.net/2122/2149
DC Field | Value | Language |
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dc.contributor.authorall | Di Capua, G.; Istituto Nazionale di Geofisica e Vulcanologia, via Nizza 128, 00198 ROMA, Italy | en |
dc.contributor.authorall | Curti, E.; Dipartimento di Ingegneria Strutturale e Geotecnica, Università degli Studi di Genova, via Montallegro 1, 16145 GENOVA, Italy | en |
dc.contributor.authorall | Lemme, A.; Freelance, S.S. n. 17 - km 178, 86170 ISERNIA, Italy | en |
dc.contributor.authorall | Peppoloni, S.; Istituto Nazionale di Geofisica e Vulcanologia, via Nizza 128, 00198 ROMA, Italy | en |
dc.contributor.authorall | Podestà, S.; Dipartimento di Ingegneria Strutturale e Geotecnica, Università degli Studi di Genova, via Montallegro 1, 16145 GENOVA, Italy | en |
dc.date.accessioned | 2007-06-12T15:30:50Z | en |
dc.date.available | 2007-06-12T15:30:50Z | en |
dc.date.issued | 2006-09-03 | en |
dc.identifier.uri | http://hdl.handle.net/2122/2149 | en |
dc.description.abstract | After the 2002 earthquakes, that struck the southern Italy provinces of Campobasso (Molise) and Foggia (Apulia), the safety assessment of buildings has allowed to evaluate, for different building typologies, the damage level caused by the seismic event; in particular, the survey of the damaged cultural heritage was carried out by the Task Cultural Heritage of the Mixed Operating Centre (COM) in Larino (a village in the epicentral area), coordinated by the “Working Group for the Safeguard of the Cultural Heritage from Natural Risks” (Italy’s Gazzetta Ufficiale n. 116, 21 May 2001 - PCM-DPC Decree, 3 May 2001)”. For this survey activity, the churches were investigated with a specific form proposed by the same Working Group (Ministerial Decree n. 133, 23th January 2001), adopting different forms for other kinds of buildings. The surveyors were organized in teams, called NOPSA (Nuclei Operativi Patrimonio Storico Artistico), composed by officials of the Regional board of the Ministry of Cultural Heritage and Environmental Conservation (architects and art historians), an engineer and a Fire Brigade technician. The first phase of the safety assessment has been developed on the basis of the warnings received by the Larino COM, and most of the surveyed buildings were churches. The damage assessment of public or private buildings began, initially, near the earthquake epicentre (area 1 - IMCS between 6 and 8.5) and subsequently was carried out for all the villages from which inspection requests arrived. At the same time a vulnerability survey was carried out for the churches, using the II level form (Lagomarsino et al., 2004) proposed in the SAVE Project (“Updated Tools for the Seismic Vulnerability Evaluation of the Italian Real Estate and of Urban Systems” – http://gndt.ingv.it). The damage and vulnerability survey has allowed to verify and optimize the procedures for damage assessment immediately after a seismic event (emergency phase) and to obtain useful indications for the reconstruction phase. On the whole 379 monumental buildings in 101 Molise villages and 207 monumental buildings in 44 Apulia villages were investigated. Figure 1 shows the number of monumental buildings surveyed after the earthquakes for each Molise village, subdividing the region according to the seismic classification proposed by the recent Italian Seismic Code (OPCM n. 3274, 2003 – http://zonesismiche.mi.ingv.it). | en |
dc.format.extent | 2221789 bytes | en |
dc.format.mimetype | application/pdf | en |
dc.language.iso | English | en |
dc.relation.ispartof | First European Conference on Earthquake Engineering and Seismology | en |
dc.subject | NON | en |
dc.title | SIMPLIFIED PARAMETERS FOR THE EVALUATION OF SITE EFFECTS IN THE | en |
dc.type | Conference paper | en |
dc.description.status | Unpublished | en |
dc.subject.INGV | 04. Solid Earth::04.06. Seismology::04.06.11. Seismic risk | en |
dc.description.ConferenceLocation | First European Conference on Earthquake Engineering and Seismology (a joint event of the 13th ECEE & 30th General Assembly of the ESC) Geneva, Switzerland, 3-8 September 2006 Paper Number: 656 | en |
dc.relation.references | OPCM (Prime Minister Decree) n. 3274 - 20th March 2003 (2003), First elements about general criteria for the seismic classification of the national Italian territory and technical norms for the construction in seismic zone, Supplemento ordinario alla Gazzetta Ufficiale della Repubblica Italiana, n. 105, 8th May 2003, Serie Generale – Parte prima, Istituto Poligrafico e Zecca dello Stato, Roma (in Italian). Ashford, S.A. and Sitar, N. (1997a), Analyses of topographic amplification of inclined shear waves in a steep coastal bluff, Bulletin of the Seismological Society of America, Vol. 87, No. 3, 692-700. Ashford, S.A., Sitar, N., Lysmer, J. and Deng, N. (1997b), Topographic effects on the seismic response of steep slopes, Bulletin of the Seismological Society of America, Vol. 87, No. 3, 701-709. Assimaki, D., Kausel, E. and Gazetas, G. (2005), Soil-dependent topographic effects: a case study from the 1999 Athens earthquake, Earthquake Spectra, Vol. 21, No. 4, 929-966. Boore, D. (1972), A note on the effect of simply topography on seismic SH waves, Bulletin of the Seismological Society of America, Vol. 62, No. 1, 275-284. Boore, D. (1973), The effect of simple topography on seismic waves: implications for the accelerations recorded at Pacoima Dam, San Fernando Valley, California, Bulletin of the Seismological Society of America, Vol. 63, No. 5, 1603-1609. Bouchon, M. and Barker, S. (1996), Seismic response of a hill: the example of Tarzana, California, Bulletin of the Seismological Society of America, Vol. 86, No. 1A, 66-72. Chávez-García, F.I., Rodríguez, M., Field, E.H. and Hatzfeld, D. (1997), Topographic site effects. A comparison of two nonreference methods, Bulletin of the Seismological Society of America, Vol. 87, No. 6, 1667- 1673. 10 Çelebi, M. 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(2004b), Damage and vulnerability assessment of the churches after the 2002 Molise, Italy, earthquake, Earthquake Spectra, 20, (Special Issue 1, 2002 Molise Italy Earthquake Reconnaissance Report, edited by P. Bazzurro and J. Maffei), S271-S283. ISBN: 1-932884-03-3. Lagomarsino, S., Podestà, S., Resemini, S., Eva, C., Frisenda, M., Spallarossa, D. and Bindi, D. (2005), Molise earthquake 2002: correlation between monumental buildings damage and seismic shaking characteristics, Proceedings of XI National Congress “Ingegneria sismica in Italia”, Genova, January 25-29 2004 (CDROM, in Italian). Kawase, H. and Aki, K. (1990), Topography effect at the critical SV-wave incidence: possible explanation of damage pattern by the Whittier Narrows, California, earthquake of 1 October 1987, Bulletin of the Seismological Society of America, Vol. 80, No. 1, 1-22. Martinelli, A., Lemme, A., Peppoloni, S. and Di Capua, G. 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(2005), Influence of the motion intensity, geology and morphology on seismic amplification at San Giuliano di Puglia (CB), Proceedings of XI National Congress “Ingegneria sismica in Italia”, Genova, January 25-29 2004 (CD-ROM, in Italian). 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, Bulletin of the Seismological Society of America, Vol. 86, No. 1B, S193-S208. | en |
dc.description.fulltext | open | en |
dc.contributor.author | Di Capua, G. | en |
dc.contributor.author | Curti, E. | en |
dc.contributor.author | Lemme, A. | en |
dc.contributor.author | Peppoloni, S. | en |
dc.contributor.author | Podestà, S. | en |
dc.contributor.department | Istituto Nazionale di Geofisica e Vulcanologia, via Nizza 128, 00198 ROMA, Italy | en |
dc.contributor.department | Dipartimento di Ingegneria Strutturale e Geotecnica, Università degli Studi di Genova, via Montallegro 1, 16145 GENOVA, Italy | en |
dc.contributor.department | Freelance, S.S. n. 17 - km 178, 86170 ISERNIA, Italy | en |
dc.contributor.department | Istituto Nazionale di Geofisica e Vulcanologia, via Nizza 128, 00198 ROMA, Italy | en |
dc.contributor.department | Dipartimento di Ingegneria Strutturale e Geotecnica, Università degli Studi di Genova, via Montallegro 1, 16145 GENOVA, Italy | en |
item.openairetype | Conference paper | - |
item.cerifentitytype | Publications | - |
item.languageiso639-1 | en | - |
item.grantfulltext | open | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.fulltext | With Fulltext | - |
crisitem.author.dept | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Roma2, Roma, Italia | - |
crisitem.author.dept | Dipartimento di Ingegneria delle Costruzioni, dell’Ambiente e del Territorio, Università degli Studi di Genova | - |
crisitem.author.dept | Ufficio del Commissario Delegato per le attività post sisma, Regione Molise | - |
crisitem.author.dept | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Roma2, Roma, Italia | - |
crisitem.author.dept | Department of Structural and Geotechnical Engineering, University of Genoa, | - |
crisitem.author.orcid | 0000-0002-1254-3200 | - |
crisitem.author.orcid | 0000-0002-2667-6506 | - |
crisitem.author.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
crisitem.author.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
crisitem.classification.parent | 04. Solid Earth | - |
Appears in Collections: | Conference materials |
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