Proposal of in situ parameters for the assessment of physical vulnerability to seismic events: A Peruvian case study

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After the last seismic event that occurred in Pisco, Peru in 2007 (7.9 Mw), the fragility of the structural conditions of the existing houses in the Peruvian territory became evident. Therefore, it is important to be able to anticipate or recognize those dwellings that are more physically vulnerable...

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Detalles Bibliográficos
Autores: Izquierdo Horna, Luis Antonio, Galvan Muñoz, Andrea Judith
Formato: objeto de conferencia
Fecha de Publicación:2021
Institución:Universidad Tecnológica del Perú
Repositorio:UTP-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorio.utp.edu.pe:20.500.12867/5768
Enlace del recurso:https://hdl.handle.net/20.500.12867/5768
http://doi.org/10.2495/ERES210021
Nivel de acceso:acceso abierto
Materia:Physical vulnerability
Earthquakes
Risk management
https://purl.org/pe-repo/ocde/ford#2.01.00
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dc.title.es_PE.fl_str_mv Proposal of in situ parameters for the assessment of physical vulnerability to seismic events: A Peruvian case study
title Proposal of in situ parameters for the assessment of physical vulnerability to seismic events: A Peruvian case study
spellingShingle Proposal of in situ parameters for the assessment of physical vulnerability to seismic events: A Peruvian case study
Izquierdo Horna, Luis Antonio
Physical vulnerability
Earthquakes
Risk management
https://purl.org/pe-repo/ocde/ford#2.01.00
title_short Proposal of in situ parameters for the assessment of physical vulnerability to seismic events: A Peruvian case study
title_full Proposal of in situ parameters for the assessment of physical vulnerability to seismic events: A Peruvian case study
title_fullStr Proposal of in situ parameters for the assessment of physical vulnerability to seismic events: A Peruvian case study
title_full_unstemmed Proposal of in situ parameters for the assessment of physical vulnerability to seismic events: A Peruvian case study
title_sort Proposal of in situ parameters for the assessment of physical vulnerability to seismic events: A Peruvian case study
author Izquierdo Horna, Luis Antonio
author_facet Izquierdo Horna, Luis Antonio
Galvan Muñoz, Andrea Judith
author_role author
author2 Galvan Muñoz, Andrea Judith
author2_role author
dc.contributor.author.fl_str_mv Izquierdo Horna, Luis Antonio
Galvan Muñoz, Andrea Judith
dc.subject.es_PE.fl_str_mv Physical vulnerability
Earthquakes
Risk management
topic Physical vulnerability
Earthquakes
Risk management
https://purl.org/pe-repo/ocde/ford#2.01.00
dc.subject.ocde.es_PE.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.01.00
description After the last seismic event that occurred in Pisco, Peru in 2007 (7.9 Mw), the fragility of the structural conditions of the existing houses in the Peruvian territory became evident. Therefore, it is important to be able to anticipate or recognize those dwellings that are more physically vulnerable in order to preserve the livelihoods and living conditions of the residents. In this sense, the instruments currently used for this purpose do not guarantee an adequate assessment of reality. Thus, the objective of this research is to propose a set of parameters to determine the level of physical vulnerability present for a given sector based on its structural and constructive characteristics. For this purpose, it was necessary to determine the structural typology of the sector based on the predominant material, number of floors, structural damage and the construction process stage. This information will allow the selection of a set of parameters potentially capable of adequately identifying the level of physical vulnerability in the dwelling. The district of Los Olivos was chosen as a case study. This research resulted in a set of parameters grouped into the following categories: construction system, irregularity and soil condition, roofing system, structural interaction and state of conservation. These categories and their descriptors are applicable and reproducible at different territorial scales.
publishDate 2021
dc.date.accessioned.none.fl_str_mv 2022-07-27T05:05:08Z
dc.date.available.none.fl_str_mv 2022-07-27T05:05:08Z
dc.date.issued.fl_str_mv 2021
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dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12867/5768
dc.identifier.journal.es_PE.fl_str_mv WIT Transactions on the Built Environment
dc.identifier.doi.none.fl_str_mv http://doi.org/10.2495/ERES210021
identifier_str_mv 1743-3509
WIT Transactions on the Built Environment
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http://doi.org/10.2495/ERES210021
dc.language.iso.es_PE.fl_str_mv eng
language eng
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dc.publisher.es_PE.fl_str_mv WIT Press
dc.publisher.country.es_PE.fl_str_mv GB
dc.source.es_PE.fl_str_mv Repositorio Institucional - UTP
Universidad Tecnológica del Perú
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spelling Izquierdo Horna, Luis AntonioGalvan Muñoz, Andrea Judith2022-07-27T05:05:08Z2022-07-27T05:05:08Z20211743-3509https://hdl.handle.net/20.500.12867/5768WIT Transactions on the Built Environmenthttp://doi.org/10.2495/ERES210021After the last seismic event that occurred in Pisco, Peru in 2007 (7.9 Mw), the fragility of the structural conditions of the existing houses in the Peruvian territory became evident. Therefore, it is important to be able to anticipate or recognize those dwellings that are more physically vulnerable in order to preserve the livelihoods and living conditions of the residents. In this sense, the instruments currently used for this purpose do not guarantee an adequate assessment of reality. Thus, the objective of this research is to propose a set of parameters to determine the level of physical vulnerability present for a given sector based on its structural and constructive characteristics. For this purpose, it was necessary to determine the structural typology of the sector based on the predominant material, number of floors, structural damage and the construction process stage. This information will allow the selection of a set of parameters potentially capable of adequately identifying the level of physical vulnerability in the dwelling. The district of Los Olivos was chosen as a case study. This research resulted in a set of parameters grouped into the following categories: construction system, irregularity and soil condition, roofing system, structural interaction and state of conservation. 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