Please use this identifier to cite or link to this item:
http://hdl.handle.net/2122/1269
DC Field | Value | Language |
---|---|---|
dc.contributor.authorall | Foti, S.; Dipartimento di Ingegneria Strutturale e Geotecnica, Politecnico di Torino, Italy | en |
dc.contributor.authorall | Lancellotta, R.; Dipartimento di Ingegneria Strutturale e Geotecnica, Politecnico di Torino, Italy | en |
dc.contributor.authorall | Sambuelli, L.; Dipartimento di Georisorse e Territorio, Politecnico di Torino, Italy | en |
dc.contributor.authorall | Socco, L. V.; Dipartimento di Georisorse e Territorio, Politecnico di Torino, Italy | en |
dc.date.accessioned | 2006-07-05T08:12:41Z | en |
dc.date.available | 2006-07-05T08:12:41Z | en |
dc.date.issued | 2000-12 | en |
dc.identifier.uri | http://hdl.handle.net/2122/1269 | en |
dc.description.abstract | The dispersive nature of Rayleigh waves is the basis of many identification procedures to infer the site stiffness profile from surface measurements. This article presents some important aspects related to fk analysis of seismic gathers, which is one of the procedures commonly used to obtain the experimental dispersion curve, focusing on the great influence that the scale of the survey has in the global process. At a short distance from the source, the seismic signal contains information related to different modes of propagation in a composite form. As the wave travels away, the different modal group velocities produce a separation of such information. Hence only if the testing array is sufficiently long is it possible to assume mode separation and to invert the dispersion curve for modal velocities. Otherwise the effects of mode superposition need to be carefully accounted for. To clarify this concept, the results of some numerical simulations are reported, together with some experimental results. | en |
dc.format.extent | 4345294 bytes | en |
dc.format.mimetype | application/pdf | en |
dc.language.iso | English | en |
dc.relation.ispartofseries | 6/43 (2000) | en |
dc.subject | Rayleigh waves | en |
dc.subject | soil stiffness | en |
dc.subject | shear wave profiles | en |
dc.subject | shallow geophysics | en |
dc.subject | shear modulus | en |
dc.title | Notes on fk analysis of surface waves | en |
dc.type | article | en |
dc.type.QualityControl | Peer-reviewed | en |
dc.subject.INGV | 04. Solid Earth::04.06. Seismology::04.06.09. Waves and wave analysis | en |
dc.description.journalType | JCR Journal | en |
dc.description.fulltext | open | en |
dc.contributor.author | Foti, S. | en |
dc.contributor.author | Lancellotta, R. | en |
dc.contributor.author | Sambuelli, L. | en |
dc.contributor.author | Socco, L. V. | en |
dc.contributor.department | Dipartimento di Ingegneria Strutturale e Geotecnica, Politecnico di Torino, Italy | en |
dc.contributor.department | Dipartimento di Ingegneria Strutturale e Geotecnica, Politecnico di Torino, Italy | en |
dc.contributor.department | Dipartimento di Georisorse e Territorio, Politecnico di Torino, Italy | en |
dc.contributor.department | Dipartimento di Georisorse e Territorio, Politecnico di Torino, Italy | en |
item.cerifentitytype | Publications | - |
item.languageiso639-1 | en | - |
item.fulltext | With Fulltext | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.grantfulltext | open | - |
item.openairetype | article | - |
crisitem.classification.parent | 04. Solid Earth | - |
crisitem.author.dept | Dipartimento di Ingegneria Strutturale e Geotecnica, Politecnico di Torino, Italy | - |
crisitem.author.dept | Dipartimento di Georisorse e Territorio, Politecnico di Torino, Italy | - |
crisitem.author.dept | Dipartimento di Georisorse e Territorio, Politecnico di Torino, Italy | - |
crisitem.author.orcid | 0000-0003-4505-5091 | - |
Appears in Collections: | Annals of Geophysics |
Page view(s) 50
201
checked on Mar 27, 2023
Download(s) 5
1,261
checked on Mar 27, 2023