Comparison of the FEMA P-154 Methodology with Seismic Analysis in the “Galería Tradición” of Cercado de Lima

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The seismic vulnerability of buildings with considerable age represents a crucial challenge for urban resilience in a historic city like Lima. In this research, a sample of 30 publicly accessible galleries within the Cercado de Lima was evaluated. These structures were built with now-obsolete struct...

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Detalles Bibliográficos
Autores: Lenin Bendezú, R., Morales, Andre, Andrade, Carlos, Serrano, Malena
Formato: artículo
Fecha de Publicación:2025
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/687657
Enlace del recurso:http://hdl.handle.net/10757/687657
Nivel de acceso:acceso abierto
Materia:ETABS
FEMA P-154
old galleries
rapid visual inspection
Seismic vulnerability
https://purl.org/pe-repo/ocde/ford#2.01.00
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dc.title.es_PE.fl_str_mv Comparison of the FEMA P-154 Methodology with Seismic Analysis in the “Galería Tradición” of Cercado de Lima
title Comparison of the FEMA P-154 Methodology with Seismic Analysis in the “Galería Tradición” of Cercado de Lima
spellingShingle Comparison of the FEMA P-154 Methodology with Seismic Analysis in the “Galería Tradición” of Cercado de Lima
Lenin Bendezú, R.
ETABS
FEMA P-154
old galleries
rapid visual inspection
Seismic vulnerability
https://purl.org/pe-repo/ocde/ford#2.01.00
title_short Comparison of the FEMA P-154 Methodology with Seismic Analysis in the “Galería Tradición” of Cercado de Lima
title_full Comparison of the FEMA P-154 Methodology with Seismic Analysis in the “Galería Tradición” of Cercado de Lima
title_fullStr Comparison of the FEMA P-154 Methodology with Seismic Analysis in the “Galería Tradición” of Cercado de Lima
title_full_unstemmed Comparison of the FEMA P-154 Methodology with Seismic Analysis in the “Galería Tradición” of Cercado de Lima
title_sort Comparison of the FEMA P-154 Methodology with Seismic Analysis in the “Galería Tradición” of Cercado de Lima
author Lenin Bendezú, R.
author_facet Lenin Bendezú, R.
Morales, Andre
Andrade, Carlos
Serrano, Malena
author_role author
author2 Morales, Andre
Andrade, Carlos
Serrano, Malena
author2_role author
author
author
dc.contributor.author.fl_str_mv Lenin Bendezú, R.
Morales, Andre
Andrade, Carlos
Serrano, Malena
dc.subject.es_PE.fl_str_mv ETABS
FEMA P-154
old galleries
rapid visual inspection
Seismic vulnerability
topic ETABS
FEMA P-154
old galleries
rapid visual inspection
Seismic vulnerability
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 The seismic vulnerability of buildings with considerable age represents a crucial challenge for urban resilience in a historic city like Lima. In this research, a sample of 30 publicly accessible galleries within the Cercado de Lima was evaluated. These structures were built with now-obsolete structural systems and are subject to deteriorated conditions. The FEMA P-154 methodology was applied to conduct rapid visual inspections and to classify the structures according to their level of seismic vulnerability based on the score established by the format. Additionally, a gallery with a critical FEMA score was selected for structural modeling in ETABS using previously scaled historical seismic records, following the guidelines of the E.030 Seismic Design Code. A Schmidt hammer test was also conducted to estimate the concrete strength of the selected building. The results show that more than one-third of the buildings exhibit high vulnerability and that the drifts obtained in the dynamic analysis exceed the limits established by the E.030 code. The FEMA P-154 methodology proved to be an effective tool for prioritizing structural interventions in urban contexts with limited resources.
publishDate 2025
dc.date.accessioned.none.fl_str_mv 2025-12-16T00:33:42Z
dc.date.available.none.fl_str_mv 2025-12-16T00:33:42Z
dc.date.issued.fl_str_mv 2025-01-01
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.doi.none.fl_str_mv 10.11159/iccste25.355
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/687657
dc.identifier.eissn.none.fl_str_mv 23693002
dc.identifier.journal.es_PE.fl_str_mv International Conference on Civil Structural and Transportation Engineering
dc.identifier.eid.none.fl_str_mv 2-s2.0-105014238448
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:105014238448
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 10.11159/iccste25.355
23693002
International Conference on Civil Structural and Transportation Engineering
2-s2.0-105014238448
SCOPUS_ID:105014238448
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url http://hdl.handle.net/10757/687657
dc.language.iso.es_PE.fl_str_mv eng
language eng
dc.rights.*.fl_str_mv info:eu-repo/semantics/openAccess
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dc.publisher.es_PE.fl_str_mv Avestia Publishing
dc.source.none.fl_str_mv reponame:UPC-Institucional
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instname_str Universidad Peruana de Ciencias Aplicadas
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reponame_str UPC-Institucional
collection UPC-Institucional
dc.source.journaltitle.none.fl_str_mv International Conference on Civil Structural and Transportation Engineering
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The FEMA P-154 methodology was applied to conduct rapid visual inspections and to classify the structures according to their level of seismic vulnerability based on the score established by the format. Additionally, a gallery with a critical FEMA score was selected for structural modeling in ETABS using previously scaled historical seismic records, following the guidelines of the E.030 Seismic Design Code. A Schmidt hammer test was also conducted to estimate the concrete strength of the selected building. The results show that more than one-third of the buildings exhibit high vulnerability and that the drifts obtained in the dynamic analysis exceed the limits established by the E.030 code. 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