Ranking of pulse-like ground motions
- Autores
- Panella, Sebastián; Frau, Carlos; Tornello, Miguel
- Año de publicación
- 2020
- Idioma
- inglés
- Tipo de recurso
- artículo
- Estado
- versión aceptada
- Descripción
- Near-fault seismic ground motions are frequently characterized by intense velocity and displacement pulses of relatively long periods that clearly distinguish them from typical far-field ground motions. Intense velocity pulse motions can affect adversely the seismic performance of structures. In response to the realization of the importance of near-fault motions on structural performance, a number of studies have been directed to developing procedures for the identification of ground motions containing velocity pulses; these procedures classify ground motions as yes/no (pulse or non-pulse). The procedure proposed by Panella, Tornello, and Frau to identify pulse-like ground motions is based on the parameter called “development length of velocity time history”. It classifies ground motions in pulse or non-pulse too, but besides that, it is able to assess the level of impulsivity of them. In this work, we present a ranking of pulse-like ground motions based on the severity of the pulses. This paper may be a help to an adequate selection of records that are used to analyze structures in near-fault regions. The study ends with an analysis of the regions in the acceleration response spectra where they are affected for the velocity pulses.
Fil: Universidad Tecnológica Nacional. Facultad Regional Mendoza, Argentina
Peer Reviewed - Materia
- Near-fault, Pulse-like ground motions, Development length of velocity, Ranking of ground motions
- Nivel de accesibilidad
- acceso abierto
- Condiciones de uso
- 2024-03-19T14:25:20Z
- Repositorio
.jpg)
- Institución
- Universidad Tecnológica Nacional
- OAI Identificador
- oai:ria.utn.edu.ar:20.500.12272/9879
Ver los metadatos del registro completo
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Ranking of pulse-like ground motionsPanella, SebastiánFrau, CarlosTornello, MiguelNear-fault, Pulse-like ground motions, Development length of velocity, Ranking of ground motionsNear-fault seismic ground motions are frequently characterized by intense velocity and displacement pulses of relatively long periods that clearly distinguish them from typical far-field ground motions. Intense velocity pulse motions can affect adversely the seismic performance of structures. In response to the realization of the importance of near-fault motions on structural performance, a number of studies have been directed to developing procedures for the identification of ground motions containing velocity pulses; these procedures classify ground motions as yes/no (pulse or non-pulse). The procedure proposed by Panella, Tornello, and Frau to identify pulse-like ground motions is based on the parameter called “development length of velocity time history”. It classifies ground motions in pulse or non-pulse too, but besides that, it is able to assess the level of impulsivity of them. In this work, we present a ranking of pulse-like ground motions based on the severity of the pulses. This paper may be a help to an adequate selection of records that are used to analyze structures in near-fault regions. The study ends with an analysis of the regions in the acceleration response spectra where they are affected for the velocity pulses.Fil: Universidad Tecnológica Nacional. Facultad Regional Mendoza, ArgentinaPeer Reviewed2024-03-19T14:25:20Z2024-03-19T14:25:20Z2020-09-13info:eu-repo/semantics/articleinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articulopdfapplication/pdf17th World Conference on Earthquake Engineeringhttp://hdl.handle.net/20.500.12272/9879*enginfo:eu-repo/semantics/openAccess2024-03-19T14:25:20Zhttp://creativecommons.org/publicdomain/zero/1.0/CC0 1.0 UniversalUniversidad Tecnológica Nacional. Facultad Regional MendozaAtribuciónreponame:Repositorio Institucional Abierto (UTN)instname:Universidad Tecnológica Nacional2026-09-24T12:46:54Zoai:ria.utn.edu.ar:20.500.12272/9879instacron:UTNInstitucionalhttp://ria.utn.edu.ar/Universidad públicaNo correspondehttp://ria.utn.edu.ar/oaigestionria@rec.utn.edu.ar; fsuarez@rec.utn.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:a2026-09-24 12:46:54.746Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacionalfalse |
| dc.title.none.fl_str_mv |
Ranking of pulse-like ground motions |
| title |
Ranking of pulse-like ground motions |
| spellingShingle |
Ranking of pulse-like ground motions Panella, Sebastián Near-fault, Pulse-like ground motions, Development length of velocity, Ranking of ground motions |
| title_short |
Ranking of pulse-like ground motions |
| title_full |
Ranking of pulse-like ground motions |
| title_fullStr |
Ranking of pulse-like ground motions |
| title_full_unstemmed |
Ranking of pulse-like ground motions |
| title_sort |
Ranking of pulse-like ground motions |
| dc.creator.none.fl_str_mv |
Panella, Sebastián Frau, Carlos Tornello, Miguel |
| author |
Panella, Sebastián |
| author_facet |
Panella, Sebastián Frau, Carlos Tornello, Miguel |
| author_role |
author |
| author2 |
Frau, Carlos Tornello, Miguel |
| author2_role |
author author |
| dc.subject.none.fl_str_mv |
Near-fault, Pulse-like ground motions, Development length of velocity, Ranking of ground motions |
| topic |
Near-fault, Pulse-like ground motions, Development length of velocity, Ranking of ground motions |
| dc.description.none.fl_txt_mv |
Near-fault seismic ground motions are frequently characterized by intense velocity and displacement pulses of relatively long periods that clearly distinguish them from typical far-field ground motions. Intense velocity pulse motions can affect adversely the seismic performance of structures. In response to the realization of the importance of near-fault motions on structural performance, a number of studies have been directed to developing procedures for the identification of ground motions containing velocity pulses; these procedures classify ground motions as yes/no (pulse or non-pulse). The procedure proposed by Panella, Tornello, and Frau to identify pulse-like ground motions is based on the parameter called “development length of velocity time history”. It classifies ground motions in pulse or non-pulse too, but besides that, it is able to assess the level of impulsivity of them. In this work, we present a ranking of pulse-like ground motions based on the severity of the pulses. This paper may be a help to an adequate selection of records that are used to analyze structures in near-fault regions. The study ends with an analysis of the regions in the acceleration response spectra where they are affected for the velocity pulses. Fil: Universidad Tecnológica Nacional. Facultad Regional Mendoza, Argentina Peer Reviewed |
| description |
Near-fault seismic ground motions are frequently characterized by intense velocity and displacement pulses of relatively long periods that clearly distinguish them from typical far-field ground motions. Intense velocity pulse motions can affect adversely the seismic performance of structures. In response to the realization of the importance of near-fault motions on structural performance, a number of studies have been directed to developing procedures for the identification of ground motions containing velocity pulses; these procedures classify ground motions as yes/no (pulse or non-pulse). The procedure proposed by Panella, Tornello, and Frau to identify pulse-like ground motions is based on the parameter called “development length of velocity time history”. It classifies ground motions in pulse or non-pulse too, but besides that, it is able to assess the level of impulsivity of them. In this work, we present a ranking of pulse-like ground motions based on the severity of the pulses. This paper may be a help to an adequate selection of records that are used to analyze structures in near-fault regions. The study ends with an analysis of the regions in the acceleration response spectra where they are affected for the velocity pulses. |
| publishDate |
2020 |
| dc.date.none.fl_str_mv |
2020-09-13 2024-03-19T14:25:20Z 2024-03-19T14:25:20Z |
| dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/acceptedVersion http://purl.org/coar/resource_type/c_6501 info:ar-repo/semantics/articulo |
| format |
article |
| status_str |
acceptedVersion |
| dc.identifier.none.fl_str_mv |
17th World Conference on Earthquake Engineering http://hdl.handle.net/20.500.12272/9879 * |
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17th World Conference on Earthquake Engineering * |
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http://hdl.handle.net/20.500.12272/9879 |
| dc.language.none.fl_str_mv |
eng |
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eng |
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info:eu-repo/semantics/openAccess 2024-03-19T14:25:20Z http://creativecommons.org/publicdomain/zero/1.0/ CC0 1.0 Universal Universidad Tecnológica Nacional. Facultad Regional Mendoza Atribución |
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openAccess |
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2024-03-19T14:25:20Z http://creativecommons.org/publicdomain/zero/1.0/ CC0 1.0 Universal Universidad Tecnológica Nacional. Facultad Regional Mendoza Atribución |
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pdf application/pdf |
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Universidad Tecnológica Nacional |
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Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacional |
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gestionria@rec.utn.edu.ar; fsuarez@rec.utn.edu.ar |
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