Please use this identifier to cite or link to this item: http://hdl.handle.net/2122/2515
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dc.contributor.authorallGallipoli, M. R.; Department of Structures, Soil Dynamics and Engineering Geology, University of Basilicataen
dc.contributor.authorallMucciarelli, M.; Department of Structures, Soil Dynamics and Engineering Geology, University of Basilicataen
dc.contributor.authorallPonzo, F.; Department of Structures, Soil Dynamics and Engineering Geology, University of Basilicataen
dc.contributor.authorallDolce, M.; Department of Structures, Soil Dynamics and Engineering Geology, University of Basilicataen
dc.contributor.authorallD'Alema, E.; Istituto Nazionale di Geofisica e Vulcanologia, Sezione Milano-Pavia, Milano, Italiaen
dc.contributor.authorallMaistrello, M.; Istituto Nazionale di Geofisica e Vulcanologia, Sezione Milano-Pavia, Milano, Italiaen
dc.date.accessioned2007-09-20T08:04:39Zen
dc.date.available2007-09-20T08:04:39Zen
dc.date.issued2006-
dc.identifier.urihttp://hdl.handle.net/2122/2515en
dc.description.abstractTaking advantage of a large displacement-release experiment on a twostory reinforced concrete building located in Bagnoli (Naples, Italy), we performed free-field measurements using 3D seismometers, accelerometers, and a 100-m-long vertical array. The ground motion was noticeable: near the building, the acceleration exceeded 5% g. At each measurement point, it was possible to recognize two source terms, due to the tested building and to the reaction structure. The two sources generated different wave trains. High-frequency accelerations propagated as Rayleigh waves, whereas 1–2 Hz waves carrying most of the displacement propagated only as body waves. The experiment lends further support to the hypothesis that buildings are able to modify substantially the free-field ground motion in their proximity: the peak ground acceleration we observed is the 20% of the ground acceleration required to produce a displacement on the building equal to the one imposed during the release test. We recognize, however, the difficulty of a realistic modeling of wave propagation in the topmost layer of a densely urbanized area.en
dc.language.isoEnglishen_US
dc.publisher.nameSSAen_US
dc.relation.ispartofBulletin of Seismological Society of Americaen_US
dc.relation.ispartofseries6/96 (2006)en_US
dc.subjectSeismic Sourceen
dc.titleBuildings as a seismic source: analysis of a release test at Bagnoli, Italyen_US
dc.typearticleen
dc.description.statusPublisheden_US
dc.description.pagenumber2457–2464en_US
dc.subject.INGV04. Solid Earth::04.06. Seismology::04.06.04. Ground motionen
dc.identifier.doi10.1785/0120060015en_US
dc.relation.referencesBard, P.-Y., P. Gueguen, and A. Wirgin (1996). A note on the seismic wavefield radiated from large building structures into soft soils, in Proc. of the Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico, paper no. 1838. Calvi, G. M. (1999). A displacement-based approach for vulnerability evaluation of classes of building, J. Earthquake Eng. 3, no. 3, 411–438. Chavez-Garcia, F. J., and M. Cardenas-Soto (2002). The contribution of the built environment to the free-field ground motion in Mexico City, Soil Dyn. Earthquake Eng. 22, 773–780. Cornou, C., P. Gue´guen, P.-Y. Bard, and E. Haghshenas (2004). Ambient noise energy bursts observation and modeling: Trapping of harmonic structure-soil induced—waves in a topmost sedimentary layer, J. Seism. 8, no. 4, 507–524. Di Giulio, G., R. M. Azzara, G. Cultrera, M. S. Giammarinaro, P. Vallone, and A. Rovelli (2005). Effect of local geology on ground motion in the city of Palermo, Italy, as inferred from aftershocks of the 6 September 2002 Mw 5.9 earthquake, Bull. Seism. Soc. Am. 95, no. 6, 2328–2341. Dolce, M., D. Cardone, R. Marnetto, M. Mucciarelli, D. Nigro, C. F. Ponzo, and G. Santarsiero (2004). Experimental static and dynamic response of a real r/c frame upgraded with SMA recentering and dissipating braces, in Proc. 13th World Conf. on Earthquake Eng., Vancouver, British Columbı`a, Canada, 1–6 August 2004, paper no. 2878, CDRom Edition. Gabor, D. (1946). Theory of communication, IEE J. 93, 429–457. Gallipoli, M. R., M. Mucciarelli, R. R. Castro, G. Monachesi, and P. Contri (2004). Structure, soil-structure response and effects of damage based on observations of horizontal-to-vertical spectral ratios of microtremors, Soil Dyn. Earthquake Eng. 24, 487–495. Gue´guen, P., and P.-Y. Bard (2005). Soil-structure and soil-structure-soil interaction: experimental evidence at the Volvi test site, J. Earthquake Eng. 9, no. 5, 657–693. Gue´guen, P., P.-Y. Bard, and F. J. Chavez-Garcia (2002). Site-city seismic interaction in Mexico City-like environments: an analytic study, Bull. Seism. Soc. Am. 92, no. 2, 794–811. Gue´guen, P., P.-Y. Bard, and C. S. Oliveira (2000). Experimental and numerical analysis of soil motion caused by free vibration of a building model, Bull. Seism. Soc. Am. 90, no. 6, 1464–1479. Jennings, P. C. (1970). Distant motion from a building vibration test, Bull. Seism. Soc. Am. 60, 2037–2043. Kanamori, H., J. Mori, D. L. Anderson, and T. H. Heaton (1991). Seismic excitation by the space shuttle Columbia, Nature 349, 781–782. Mazzolani, F. M., G. Della Corte, and B. Faggiano (2004). Seismic upgrading of RC buildings by means of advanced techniques: the ILVAIDEM project, in Proc. 13th World Conf. on Earthquake Eng., Vancouver, British Columbı`a, Canada, 1–6 August 2004, paper no. 2703, CD-Rom Edition. Mucciarelli, M., P. Contri, G. Monachesi, G. Calvano, and M. R. Gallipoli (2001). An empirical method to assess the seismic vulnerability of existing buildings using the HVSR technique, Pure Appl. Geophys. 158, 2635–2647. Mucciarelli, M.,M. R. Gallipoli, C. F. Ponzo, and M. Dolce (2003). Seismic waves generated by oscillating building, Soil Dyn. Earthquake Eng. 23, 255–262. Wirgin, A., and P.-Y. Bard (1996). Effects of building on the duration and amplitude of ground motion in Mexico City, Bull. Seism. Soc. Am. 86, 914–920. Wong, H. L., and M. D. Trifunac (1975). Two dimensional antiplane building-soil-building interaction for two or more buildings and for incident plane SH waves, Bull. Seism. Soc. Am. 65, 1863–1885.en
dc.description.obiettivoSpecifico5T. Sismologia, geofisica e geologia per l'ingegneria sismicaen_US
dc.description.journalTypeJCR Journalen_US
dc.description.fulltextopenen
dc.contributor.authorGallipoli, M. R.-
dc.contributor.authorMucciarelli, M.-
dc.contributor.authorPonzo, F.-
dc.contributor.authorDolce, M.-
dc.contributor.authorD'Alema, E.-
dc.contributor.authorMaistrello, M.-
dc.contributor.departmentDepartment of Structures, Soil Dynamics and Engineering Geology, University of Basilicataen_US
dc.contributor.departmentDepartment of Structures, Soil Dynamics and Engineering Geology, University of Basilicataen_US
dc.contributor.departmentDepartment of Structures, Soil Dynamics and Engineering Geology, University of Basilicataen_US
dc.contributor.departmentDepartment of Structures, Soil Dynamics and Engineering Geology, University of Basilicataen_US
dc.contributor.departmentIstituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italiaen_US
dc.contributor.departmentIstituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italiaen_US
item.openairetypearticle-
item.cerifentitytypePublications-
item.languageiso639-1en-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
crisitem.author.deptituto di Metodologie Avanzate di Analisi Ambientale, CNR, Tito Scalo (PZ), Italy-
crisitem.author.deptDepartment of Structures, Soil Dynamics and Engineering Geology, University of Basilicata-
crisitem.author.deptIstituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione OV, Napoli, Italia-
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.orcid0000-0002-1589-1446-
crisitem.author.orcid0000-0001-6581-8653-
crisitem.author.parentorgIstituto Nazionale di Geofisica e Vulcanologia-
crisitem.author.parentorgIstituto Nazionale di Geofisica e Vulcanologia-
crisitem.author.parentorgIstituto Nazionale di Geofisica e Vulcanologia-
crisitem.classification.parent04. Solid Earth-
crisitem.department.parentorgIstituto Nazionale di Geofisica e Vulcanologia-
crisitem.department.parentorgIstituto Nazionale di Geofisica e Vulcanologia-
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