Seismic performance of a multipurpose hall building using nonlinear static analysis

Descripción del Articulo

The nonlinear static analysis method has facilitated models that are closer to the structural response for strong seismic movements. Therefore, a seismic performance evaluation of a multi-purpose hall building located in a national public university in Chiclayo, Peru, was developed, applying the non...

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Detalles Bibliográficos
Autores: Ruiz–Pico, A., Ruffrán, A., Curo, C.
Formato: artículo
Fecha de Publicación:2024
Institución:Universidad Tecnológica del Perú
Repositorio:UTP-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorio.utp.edu.pe:20.500.12867/14125
Enlace del recurso:https://hdl.handle.net/20.500.12867/14125
https://doi.org/10.7764/RIC.00104.21
Nivel de acceso:acceso abierto
Materia:Seismic performance
Nonlinear pushover analysis
Structural reinforcement
https://purl.org/pe-repo/ocde/ford#6.04.08
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dc.title.es_PE.fl_str_mv Seismic performance of a multipurpose hall building using nonlinear static analysis
dc.title.alternative.es_PE.fl_str_mv Desempeño sísmico de un edificio de sala multiusos mediante el análisis estático no lineal
title Seismic performance of a multipurpose hall building using nonlinear static analysis
spellingShingle Seismic performance of a multipurpose hall building using nonlinear static analysis
Ruiz–Pico, A.
Seismic performance
Nonlinear pushover analysis
Structural reinforcement
https://purl.org/pe-repo/ocde/ford#6.04.08
title_short Seismic performance of a multipurpose hall building using nonlinear static analysis
title_full Seismic performance of a multipurpose hall building using nonlinear static analysis
title_fullStr Seismic performance of a multipurpose hall building using nonlinear static analysis
title_full_unstemmed Seismic performance of a multipurpose hall building using nonlinear static analysis
title_sort Seismic performance of a multipurpose hall building using nonlinear static analysis
author Ruiz–Pico, A.
author_facet Ruiz–Pico, A.
Ruffrán, A.
Curo, C.
author_role author
author2 Ruffrán, A.
Curo, C.
author2_role author
author
dc.contributor.author.fl_str_mv Ruiz–Pico, A.
Ruffrán, A.
Curo, C.
dc.subject.es_PE.fl_str_mv Seismic performance
Nonlinear pushover analysis
Structural reinforcement
topic Seismic performance
Nonlinear pushover analysis
Structural reinforcement
https://purl.org/pe-repo/ocde/ford#6.04.08
dc.subject.ocde.es_PE.fl_str_mv https://purl.org/pe-repo/ocde/ford#6.04.08
description The nonlinear static analysis method has facilitated models that are closer to the structural response for strong seismic movements. Therefore, a seismic performance evaluation of a multi-purpose hall building located in a national public university in Chiclayo, Peru, was developed, applying the nonlinear static analysis. This building comprises two similar modules, each with 3 levels and irregular plans. The building's structural system consists of load-bearing walls. It was constructed in 2010 and designed according to E.030 (the Peruvian seismic-resistant standard) and Peru's seismic microzonation. For practical purposes, considering the symmetry of the overall structure, one of the modules was evaluated using nonlinear methods capable of simulating the effect of earthquakes. This development included applying a linear analysis to establish the response spectra and, based on that, performing the nonlinear Pushover analysis. Based on the results, the performance in both directions was determined, considering the performance levels of HAZUS and VISION 2000. The results show that the building has a performance of "Life Safety" and "Near Collapse" in the X and Y directions, respectively. Additionally, the drifts show a close relationship with the performance data, as HAZUS demonstrates that the drifts in the Y direction are not favorable. Therefore, it was determined that structural reinforcement of the building is necessary to improve its unfavorable behavior.
publishDate 2024
dc.date.accessioned.none.fl_str_mv 2025-10-29T16:31:08Z
dc.date.available.none.fl_str_mv 2025-10-29T16:31:08Z
dc.date.issued.fl_str_mv 2024
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dc.identifier.issn.none.fl_str_mv 0718-5073
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12867/14125
dc.identifier.journal.es_PE.fl_str_mv Revista Ingenieria de Construccion
dc.identifier.doi.none.fl_str_mv https://doi.org/10.7764/RIC.00104.21
identifier_str_mv 0718-5073
Revista Ingenieria de Construccion
url https://hdl.handle.net/20.500.12867/14125
https://doi.org/10.7764/RIC.00104.21
dc.language.iso.es_PE.fl_str_mv eng
language eng
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dc.publisher.es_PE.fl_str_mv Potificia Universidad Catolica de Chile
dc.source.es_PE.fl_str_mv Repositorio Institucional - UTP
Universidad Tecnológica del Perú
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spelling Ruiz–Pico, A.Ruffrán, A.Curo, C.2025-10-29T16:31:08Z2025-10-29T16:31:08Z20240718-5073https://hdl.handle.net/20.500.12867/14125Revista Ingenieria de Construccionhttps://doi.org/10.7764/RIC.00104.21The nonlinear static analysis method has facilitated models that are closer to the structural response for strong seismic movements. Therefore, a seismic performance evaluation of a multi-purpose hall building located in a national public university in Chiclayo, Peru, was developed, applying the nonlinear static analysis. This building comprises two similar modules, each with 3 levels and irregular plans. The building's structural system consists of load-bearing walls. It was constructed in 2010 and designed according to E.030 (the Peruvian seismic-resistant standard) and Peru's seismic microzonation. For practical purposes, considering the symmetry of the overall structure, one of the modules was evaluated using nonlinear methods capable of simulating the effect of earthquakes. This development included applying a linear analysis to establish the response spectra and, based on that, performing the nonlinear Pushover analysis. Based on the results, the performance in both directions was determined, considering the performance levels of HAZUS and VISION 2000. The results show that the building has a performance of "Life Safety" and "Near Collapse" in the X and Y directions, respectively. Additionally, the drifts show a close relationship with the performance data, as HAZUS demonstrates that the drifts in the Y direction are not favorable. Therefore, it was determined that structural reinforcement of the building is necessary to improve its unfavorable behavior.Campus Chiclayoapplication/pdfengPotificia Universidad Catolica de Chileinfo:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by/4.0/Repositorio Institucional - UTPUniversidad Tecnológica del Perúreponame:UTP-Institucionalinstname:Universidad Tecnológica del Perúinstacron:UTPSeismic performanceNonlinear pushover analysisStructural reinforcementhttps://purl.org/pe-repo/ocde/ford#6.04.08Seismic performance of a multipurpose hall building using nonlinear static analysisDesempeño sísmico de un edificio de sala multiusos mediante el análisis estático no linealinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorio.utp.edu.pe/backend/api/core/bitstreams/5edc4c49-a4ae-4011-bce2-ead464e9677e/download8a4605be74aa9ea9d79846c1fba20a33MD52TEXTRuiz.A_Ruffran.A_Curo.C_Articulo_2024.pdf.txtRuiz.A_Ruffran.A_Curo.C_Articulo_2024.pdf.txtExtracted texttext/plain63629https://repositorio.utp.edu.pe/backend/api/core/bitstreams/b78a63b0-06a4-46e6-b3a3-c64e706c14f2/downloadea491ac5bf4911b78bdd3c0b6a797a10MD53A.Ruiz_A.Ruffran_C.Curo_Articulo_2024.pdf.txtA.Ruiz_A.Ruffran_C.Curo_Articulo_2024.pdf.txtExtracted texttext/plain69149https://repositorio.utp.edu.pe/backend/api/core/bitstreams/f38cea7e-4f5c-4649-a39d-08641da5d9ff/downloadd4c642a925c2ffddc63a6ad490351c20MD58THUMBNAILRuiz.A_Ruffran.A_Curo.C_Articulo_2024.pdf.jpgRuiz.A_Ruffran.A_Curo.C_Articulo_2024.pdf.jpgGenerated Thumbnailimage/jpeg15714https://repositorio.utp.edu.pe/backend/api/core/bitstreams/d20350ee-1c5f-4a53-b71f-925ff97087bf/download7be6a82e6d92d1464b64c1bdc5953ba7MD54A.Ruiz_A.Ruffran_C.Curo_Articulo_2024.pdf.jpgA.Ruiz_A.Ruffran_C.Curo_Articulo_2024.pdf.jpgGenerated Thumbnailimage/jpeg36201https://repositorio.utp.edu.pe/backend/api/core/bitstreams/c05b85f3-dbf8-41df-be15-17d83083a503/download1bdd4d67652d12546f68aee1ca34ed13MD59ORIGINALA.Ruiz_A.Ruffran_C.Curo_Articulo_2024.pdfA.Ruiz_A.Ruffran_C.Curo_Articulo_2024.pdfapplication/pdf1817245https://repositorio.utp.edu.pe/backend/api/core/bitstreams/4d9b9ad4-e72c-4468-bd93-dc5a6383f4f7/download7f867f18da54deb0e66f3c18d4c9fe31MD5520.500.12867/14125oai:repositorio.utp.edu.pe:20.500.12867/141252025-11-30 17:47:16.516https://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccessopen.accesshttps://repositorio.utp.edu.peRepositorio de la Universidad Tecnológica del Perúrepositorio@utp.edu.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