Comparison of the FEMA P-154 Methodology with Seismic Analysis in the “Galería Tradición” of Cercado de Lima
Descripción del Articulo
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...
| Autores: | , , , |
|---|---|
| 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. |
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2025 |
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2025-12-16T00:33:42Z |
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2025-12-16T00:33:42Z |
| dc.date.issued.fl_str_mv |
2025-01-01 |
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info:eu-repo/semantics/article |
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article |
| dc.identifier.doi.none.fl_str_mv |
10.11159/iccste25.355 |
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http://hdl.handle.net/10757/687657 |
| dc.identifier.eissn.none.fl_str_mv |
23693002 |
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International Conference on Civil Structural and Transportation Engineering |
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2-s2.0-105014238448 |
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SCOPUS_ID:105014238448 |
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10.11159/iccste25.355 23693002 International Conference on Civil Structural and Transportation Engineering 2-s2.0-105014238448 SCOPUS_ID:105014238448 0000 0001 2196 144X |
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eng |
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eng |
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http://creativecommons.org/licenses/by/4.0/ |
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application/pdf application/pdf |
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Avestia Publishing |
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International Conference on Civil Structural and Transportation Engineering |
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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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La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).