Please use this identifier to cite or link to this item:
http://hdl.handle.net/2122/2515
DC Field | Value | Language |
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dc.contributor.authorall | Gallipoli, M. R.; Department of Structures, Soil Dynamics and Engineering Geology, University of Basilicata | en |
dc.contributor.authorall | Mucciarelli, M.; Department of Structures, Soil Dynamics and Engineering Geology, University of Basilicata | en |
dc.contributor.authorall | Ponzo, F.; Department of Structures, Soil Dynamics and Engineering Geology, University of Basilicata | en |
dc.contributor.authorall | Dolce, M.; Department of Structures, Soil Dynamics and Engineering Geology, University of Basilicata | en |
dc.contributor.authorall | D'Alema, E.; Istituto Nazionale di Geofisica e Vulcanologia, Sezione Milano-Pavia, Milano, Italia | en |
dc.contributor.authorall | Maistrello, M.; Istituto Nazionale di Geofisica e Vulcanologia, Sezione Milano-Pavia, Milano, Italia | en |
dc.date.accessioned | 2007-09-20T08:04:39Z | en |
dc.date.available | 2007-09-20T08:04:39Z | en |
dc.date.issued | 2006 | - |
dc.identifier.uri | http://hdl.handle.net/2122/2515 | en |
dc.description.abstract | Taking 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.iso | English | en_US |
dc.publisher.name | SSA | en_US |
dc.relation.ispartof | Bulletin of Seismological Society of America | en_US |
dc.relation.ispartofseries | 6/96 (2006) | en_US |
dc.subject | Seismic Source | en |
dc.title | Buildings as a seismic source: analysis of a release test at Bagnoli, Italy | en_US |
dc.type | article | en |
dc.description.status | Published | en_US |
dc.description.pagenumber | 2457–2464 | en_US |
dc.subject.INGV | 04. Solid Earth::04.06. Seismology::04.06.04. Ground motion | en |
dc.identifier.doi | 10.1785/0120060015 | en_US |
dc.relation.references | Bard, 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.obiettivoSpecifico | 5T. Sismologia, geofisica e geologia per l'ingegneria sismica | en_US |
dc.description.journalType | JCR Journal | en_US |
dc.description.fulltext | open | en |
dc.contributor.author | Gallipoli, M. R. | - |
dc.contributor.author | Mucciarelli, M. | - |
dc.contributor.author | Ponzo, F. | - |
dc.contributor.author | Dolce, M. | - |
dc.contributor.author | D'Alema, E. | - |
dc.contributor.author | Maistrello, M. | - |
dc.contributor.department | Department of Structures, Soil Dynamics and Engineering Geology, University of Basilicata | en_US |
dc.contributor.department | Department of Structures, Soil Dynamics and Engineering Geology, University of Basilicata | en_US |
dc.contributor.department | Department of Structures, Soil Dynamics and Engineering Geology, University of Basilicata | en_US |
dc.contributor.department | Department of Structures, Soil Dynamics and Engineering Geology, University of Basilicata | en_US |
dc.contributor.department | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia | en_US |
dc.contributor.department | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia | en_US |
item.openairetype | article | - |
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 | ituto di Metodologie Avanzate di Analisi Ambientale, CNR, Tito Scalo (PZ), Italy | - |
crisitem.author.dept | Department of Structures, Soil Dynamics and Engineering Geology, University of Basilicata | - |
crisitem.author.dept | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione OV, Napoli, Italia | - |
crisitem.author.dept | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia | - |
crisitem.author.dept | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia | - |
crisitem.author.orcid | 0000-0002-1589-1446 | - |
crisitem.author.orcid | 0000-0001-6581-8653 | - |
crisitem.author.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
crisitem.author.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
crisitem.author.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
crisitem.classification.parent | 04. Solid Earth | - |
crisitem.department.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
crisitem.department.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
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