Building constructions characteristics and mechanical properties of confined masonry walls in San Miguel (Puno-Peru)
Descripción del Articulo
House self-construction and self-management are very common in different cities in Peru, which is the case in several areas in the district of San Miguel (Puno). This is due to the lack of financial resources to hire professionals to design and construct their houses. Therefore, many residents build...
Autores: | , |
---|---|
Formato: | preprint |
Fecha de Publicación: | 2022 |
Institución: | Pontificia Universidad Católica del Perú |
Repositorio: | PUCP-Institucional |
Lenguaje: | inglés |
OAI Identifier: | oai:repositorio.pucp.edu.pe:20.500.14657/199877 |
Enlace del recurso: | https://repositorio.pucp.edu.pe/index/handle/123456789/199877 |
Nivel de acceso: | acceso abierto |
Materia: | Non-engineering buildings Construction pathologies Masonry prisms Experimental tests Seismic vulnerability Damage survey Puno https://purl.org/pe-repo/ocde/ford#2.01.01 |
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Tarque, NicolaPancca-Calsin, Erika2024-05-29T19:27:46Z2024-05-29T19:27:46Z2022https://repositorio.pucp.edu.pe/index/handle/123456789/199877House self-construction and self-management are very common in different cities in Peru, which is the case in several areas in the district of San Miguel (Puno). This is due to the lack of financial resources to hire professionals to design and construct their houses. Therefore, many residents build without technical guidance and materials without quality standards. As a result, the buildings in the area have various construction pathologies that demonstrate their high seismic vulnerability, which indicates that the guidelines established in the Peruvian Masonry Design Code NTE 070 are not followed. Therefore, as a first step towards evaluating the seismic vulnerability of the houses in San Miguel, it was decided to evaluate the construction pathologies and typologies by conducting a survey. Subsequently, to characterize and evaluate the physical-mechanical properties of the masonry walls, 24 piles and 24 small walls were built and tested. The materials tested were obtained from the urban area of the same study place. According to the experimental tests, it was observed that the axial compression and diagonal shear values of the prisms are lower than the minimum values specified in the Peruvian Construction Code, and this would increase the seismic vulnerability of the constructions. Therefore, many of the houses in the district could suffer significant damage and even collapse in a seismic event.enginfo:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by-nc-nd/2.5/pe/Non-engineering buildingsConstruction pathologiesMasonry prismsExperimental testsSeismic vulnerabilityDamage surveyPunohttps://purl.org/pe-repo/ocde/ford#2.01.01Building constructions characteristics and mechanical properties of confined masonry walls in San Miguel (Puno-Peru)info:eu-repo/semantics/preprintPreimpresiónUShttps://doi-org.ezproxybib.pucp.edu.pe/10.1016/j.jobe.2021.103540reponame:PUCP-Institucionalinstname:Pontificia Universidad Católica del Perúinstacron:PUCPORIGINALd Tarque_Pancca_2021.pdfd Tarque_Pancca_2021.pdfTexto completoapplication/pdf2669927https://repositorio.pucp.edu.pe/bitstreams/e8ead4ff-947e-420f-92db-f3e390a2fd12/downloade5322cd2584d20d740b7f9008e3e3c9eMD53trueAnonymousREADTHUMBNAILd Tarque_Pancca_2021.pdf.jpgd Tarque_Pancca_2021.pdf.jpgIM Thumbnailimage/jpeg31857https://repositorio.pucp.edu.pe/bitstreams/e7bc2be5-e2de-4e77-8903-11379491037f/download372d0f72bbc8a6edf5e88d2ad7598a73MD54falseAnonymousREADTEXTd Tarque_Pancca_2021.pdf.txtd Tarque_Pancca_2021.pdf.txtExtracted texttext/plain56687https://repositorio.pucp.edu.pe/bitstreams/15f4473f-7658-4dc4-98f7-05c0af151f53/download17845af28dda3459146254f69068fcf1MD55falseAnonymousREAD20.500.14657/199877oai:repositorio.pucp.edu.pe:20.500.14657/1998772025-03-26 21:19:12.878http://creativecommons.org/licenses/by-nc-nd/2.5/pe/info:eu-repo/semantics/openAccessopen.accesshttps://repositorio.pucp.edu.peRepositorio Institucional de la PUCPrepositorio@pucp.pe |
dc.title.es_ES.fl_str_mv |
Building constructions characteristics and mechanical properties of confined masonry walls in San Miguel (Puno-Peru) |
title |
Building constructions characteristics and mechanical properties of confined masonry walls in San Miguel (Puno-Peru) |
spellingShingle |
Building constructions characteristics and mechanical properties of confined masonry walls in San Miguel (Puno-Peru) Tarque, Nicola Non-engineering buildings Construction pathologies Masonry prisms Experimental tests Seismic vulnerability Damage survey Puno https://purl.org/pe-repo/ocde/ford#2.01.01 |
title_short |
Building constructions characteristics and mechanical properties of confined masonry walls in San Miguel (Puno-Peru) |
title_full |
Building constructions characteristics and mechanical properties of confined masonry walls in San Miguel (Puno-Peru) |
title_fullStr |
Building constructions characteristics and mechanical properties of confined masonry walls in San Miguel (Puno-Peru) |
title_full_unstemmed |
Building constructions characteristics and mechanical properties of confined masonry walls in San Miguel (Puno-Peru) |
title_sort |
Building constructions characteristics and mechanical properties of confined masonry walls in San Miguel (Puno-Peru) |
author |
Tarque, Nicola |
author_facet |
Tarque, Nicola Pancca-Calsin, Erika |
author_role |
author |
author2 |
Pancca-Calsin, Erika |
author2_role |
author |
dc.contributor.author.fl_str_mv |
Tarque, Nicola Pancca-Calsin, Erika |
dc.subject.es_ES.fl_str_mv |
Non-engineering buildings Construction pathologies Masonry prisms Experimental tests Seismic vulnerability Damage survey Puno |
topic |
Non-engineering buildings Construction pathologies Masonry prisms Experimental tests Seismic vulnerability Damage survey Puno https://purl.org/pe-repo/ocde/ford#2.01.01 |
dc.subject.ocde.es_ES.fl_str_mv |
https://purl.org/pe-repo/ocde/ford#2.01.01 |
description |
House self-construction and self-management are very common in different cities in Peru, which is the case in several areas in the district of San Miguel (Puno). This is due to the lack of financial resources to hire professionals to design and construct their houses. Therefore, many residents build without technical guidance and materials without quality standards. As a result, the buildings in the area have various construction pathologies that demonstrate their high seismic vulnerability, which indicates that the guidelines established in the Peruvian Masonry Design Code NTE 070 are not followed. Therefore, as a first step towards evaluating the seismic vulnerability of the houses in San Miguel, it was decided to evaluate the construction pathologies and typologies by conducting a survey. Subsequently, to characterize and evaluate the physical-mechanical properties of the masonry walls, 24 piles and 24 small walls were built and tested. The materials tested were obtained from the urban area of the same study place. According to the experimental tests, it was observed that the axial compression and diagonal shear values of the prisms are lower than the minimum values specified in the Peruvian Construction Code, and this would increase the seismic vulnerability of the constructions. Therefore, many of the houses in the district could suffer significant damage and even collapse in a seismic event. |
publishDate |
2022 |
dc.date.accessioned.none.fl_str_mv |
2024-05-29T19:27:46Z |
dc.date.available.none.fl_str_mv |
2024-05-29T19:27:46Z |
dc.date.issued.fl_str_mv |
2022 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/preprint |
dc.type.other.none.fl_str_mv |
Preimpresión |
format |
preprint |
dc.identifier.uri.none.fl_str_mv |
https://repositorio.pucp.edu.pe/index/handle/123456789/199877 |
url |
https://repositorio.pucp.edu.pe/index/handle/123456789/199877 |
dc.language.iso.es_ES.fl_str_mv |
eng |
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eng |
dc.relation.publisherversion.none.fl_str_mv |
https://doi-org.ezproxybib.pucp.edu.pe/10.1016/j.jobe.2021.103540 |
dc.rights.es_ES.fl_str_mv |
info:eu-repo/semantics/openAccess |
dc.rights.uri.*.fl_str_mv |
http://creativecommons.org/licenses/by-nc-nd/2.5/pe/ |
eu_rights_str_mv |
openAccess |
rights_invalid_str_mv |
http://creativecommons.org/licenses/by-nc-nd/2.5/pe/ |
dc.publisher.country.es_ES.fl_str_mv |
US |
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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).