Retrofit Proposal for a 70-Year-Old Educational Building in a High-Seismicity Zone

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This article analyses the structural behaviour of an educational pavilion more than 70 years old in a highly seismic area, with damage to beams and columns attributed to the current use of the roof as a warehouse, in addition to having a high probability of collapse according to the FEMA P-154 seism...

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Detalles Bibliográficos
Autores: Apaza, Diego, Millones, Víctor, Rivas, Gram
Formato: artículo
Fecha de Publicación:2025
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/687166
Enlace del recurso:http://hdl.handle.net/10757/687166
Nivel de acceso:acceso abierto
Materia:nonlinear analysis
RC jacketing
structural reinforcement
vulnerability
https://purl.org/pe-repo/ocde/ford#2.01.01
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dc.title.es_PE.fl_str_mv Retrofit Proposal for a 70-Year-Old Educational Building in a High-Seismicity Zone
title Retrofit Proposal for a 70-Year-Old Educational Building in a High-Seismicity Zone
spellingShingle Retrofit Proposal for a 70-Year-Old Educational Building in a High-Seismicity Zone
Apaza, Diego
nonlinear analysis
RC jacketing
structural reinforcement
vulnerability
https://purl.org/pe-repo/ocde/ford#2.01.01
title_short Retrofit Proposal for a 70-Year-Old Educational Building in a High-Seismicity Zone
title_full Retrofit Proposal for a 70-Year-Old Educational Building in a High-Seismicity Zone
title_fullStr Retrofit Proposal for a 70-Year-Old Educational Building in a High-Seismicity Zone
title_full_unstemmed Retrofit Proposal for a 70-Year-Old Educational Building in a High-Seismicity Zone
title_sort Retrofit Proposal for a 70-Year-Old Educational Building in a High-Seismicity Zone
author Apaza, Diego
author_facet Apaza, Diego
Millones, Víctor
Rivas, Gram
author_role author
author2 Millones, Víctor
Rivas, Gram
author2_role author
author
dc.contributor.author.fl_str_mv Apaza, Diego
Millones, Víctor
Rivas, Gram
dc.subject.es_PE.fl_str_mv nonlinear analysis
RC jacketing
structural reinforcement
vulnerability
topic nonlinear analysis
RC jacketing
structural reinforcement
vulnerability
https://purl.org/pe-repo/ocde/ford#2.01.01
dc.subject.ocde.es_PE.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.01.01
description This article analyses the structural behaviour of an educational pavilion more than 70 years old in a highly seismic area, with damage to beams and columns attributed to the current use of the roof as a warehouse, in addition to having a high probability of collapse according to the FEMA P-154 seismic vulnerability study. Diamond extractions were carried out based on the ASCE 41-06 standard to obtain the compressive strength of the columns and beams. After the tests, linear and nonlinear analysis were performed based on the E.030 and ASCE 41-17 standards, respectively. The structural modelling confirmed non-compliance with the maximum distortion of 7/1000 allowed by the standard for the Y-axis gantry system. Therefore, RC jacketing was proposed as a reinforcement alternative according to the UNAM reinforcement guide and the IS 15988:2013 standard. The encasement of columns along the Y-axis reduced the drift by 58%, while the encasement of beams resulted in a 45% reduction. However, when implemented separately, neither of the seen casements met the regulatory limit, prompting the adoption of a combined encasement solution, which achieved an 80% reduction. Whereas the pushover analysis indicated that in the event of frequent and occasional earthquakes, the reinforced structure would be fully operational, which shows the importance of developing a reinforcement plan at the superstructure level addressed in this research, which not only offers a reinforcement solution, but also serves as a reference for similar initiatives in other countries.
publishDate 2025
dc.date.accessioned.none.fl_str_mv 2025-11-15T00:13:37Z
dc.date.available.none.fl_str_mv 2025-11-15T00:13:37Z
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/iccste25.165
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/687166
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-s2.0-105012171824
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:105012171824
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 10.11159/iccste25.165
23693002
International Conference on Civil Structural and Transportation Engineering
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url http://hdl.handle.net/10757/687166
dc.language.iso.es_PE.fl_str_mv eng
language eng
dc.rights.es_PE.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.*.fl_str_mv Attribution 4.0 International
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eu_rights_str_mv openAccess
rights_invalid_str_mv Attribution 4.0 International
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dc.format.es_PE.fl_str_mv application/pdf
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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dc.source.journaltitle.none.fl_str_mv International Conference on Civil Structural and Transportation Engineering
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spelling 1fb37cdb15834c000b654e32e0a00dfb3002714abea2cb4a8bdd0856102ddd9237c300c54b87923dd909e4902f5a7d92ce574c500Apaza, DiegoMillones, VíctorRivas, Gram2025-11-15T00:13:37Z2025-11-15T00:13:37Z2025-01-0110.11159/iccste25.165http://hdl.handle.net/10757/68716623693002International Conference on Civil Structural and Transportation Engineering2-s2.0-105012171824SCOPUS_ID:1050121718240000 0001 2196 144XThis article analyses the structural behaviour of an educational pavilion more than 70 years old in a highly seismic area, with damage to beams and columns attributed to the current use of the roof as a warehouse, in addition to having a high probability of collapse according to the FEMA P-154 seismic vulnerability study. Diamond extractions were carried out based on the ASCE 41-06 standard to obtain the compressive strength of the columns and beams. After the tests, linear and nonlinear analysis were performed based on the E.030 and ASCE 41-17 standards, respectively. The structural modelling confirmed non-compliance with the maximum distortion of 7/1000 allowed by the standard for the Y-axis gantry system. Therefore, RC jacketing was proposed as a reinforcement alternative according to the UNAM reinforcement guide and the IS 15988:2013 standard. The encasement of columns along the Y-axis reduced the drift by 58%, while the encasement of beams resulted in a 45% reduction. However, when implemented separately, neither of the seen casements met the regulatory limit, prompting the adoption of a combined encasement solution, which achieved an 80% reduction. Whereas the pushover analysis indicated that in the event of frequent and occasional earthquakes, the reinforced structure would be fully operational, which shows the importance of developing a reinforcement plan at the superstructure level addressed in this research, which not only offers a reinforcement solution, but also serves as a reference for similar initiatives in other countries.Universitat Politècnica de Catalunyaapplication/pdfengAvestia Publishinginfo:eu-repo/semantics/openAccessAttribution 4.0 Internationalhttp://creativecommons.org/licenses/by/4.0/nonlinear analysisRC jacketingstructural reinforcementvulnerabilityhttps://purl.org/pe-repo/ocde/ford#2.01.01Retrofit Proposal for a 70-Year-Old Educational Building in a High-Seismicity Zoneinfo:eu-repo/semantics/articleInternational Conference on Civil Structural and Transportation Engineeringreponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPC2025-11-15T00:13:38ZLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/687166/3/license.txt8a4605be74aa9ea9d79846c1fba20a33MD53falseCC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8908https://repositorioacademico.upc.edu.pe/bitstream/10757/687166/2/license_rdf0175ea4a2d4caec4bbcc37e300941108MD52falseORIGINALICCSTE_165.pdfICCSTE_165.pdfapplication/pdf939216https://repositorioacademico.upc.edu.pe/bitstream/10757/687166/1/ICCSTE_165.pdf0605522d433f6a633115e95a76cb3420MD51true10757/687166oai:repositorioacademico.upc.edu.pe:10757/6871662025-11-15 00:13:38.867Repositorio Académico UPCupc@openrepository.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