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...
| Autores: | , , |
|---|---|
| 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. |
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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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info:eu-repo/semantics/article |
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info:eu-repo/semantics/publishedVersion |
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article |
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0718-5073 |
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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 |
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eng |
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https://creativecommons.org/licenses/by/4.0/ |
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Potificia Universidad Catolica de Chile |
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Repositorio Institucional - UTP Universidad Tecnológica del Perú |
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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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 |
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Nota importante:
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).
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).