Comparison of the Influence of Different Soil-Structure Interaction Models in a Five-Story Building on Soft Soil

A comparative analysis will be carried out on the influence that four soil-structure interaction models have on the seismic performance of a five-story dual building composed of frames, reinforced concrete walls and isolated footings type foundations, whose initial premise states that these foundati...

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Detalles Bibliográficos
Autores: Izarra, Luis, Loza, Gustavo, Rivas, Gram
Tipo de recurso: artículo
Fecha de publicación:2025
País:Perú
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Idioma:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/688486
Acceso en línea:https://doi.org/10.11159/iccste25.285
http://hdl.handle.net/10757/688486
Access Level:acceso abierto
Palabra clave:Dual Structure
FEMA manual
Isolated Footing
Reinforced concrete
Seismic Analysis
Soil-Structure Interaction
https://purl.org/pe-repo/ocde/ford#2.01.00
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oai_identifier_str oai:repositorioacademico.upc.edu.pe:10757/688486
network_acronym_str PE
network_name_str Perú
repository_id_str
dc.title.es_PE.fl_str_mv Comparison of the Influence of Different Soil-Structure Interaction Models in a Five-Story Building on Soft Soil
title Comparison of the Influence of Different Soil-Structure Interaction Models in a Five-Story Building on Soft Soil
spellingShingle Comparison of the Influence of Different Soil-Structure Interaction Models in a Five-Story Building on Soft Soil
Izarra, Luis
Dual Structure
FEMA manual
Isolated Footing
Reinforced concrete
Seismic Analysis
Soil-Structure Interaction
https://purl.org/pe-repo/ocde/ford#2.01.00
title_short Comparison of the Influence of Different Soil-Structure Interaction Models in a Five-Story Building on Soft Soil
title_full Comparison of the Influence of Different Soil-Structure Interaction Models in a Five-Story Building on Soft Soil
title_fullStr Comparison of the Influence of Different Soil-Structure Interaction Models in a Five-Story Building on Soft Soil
title_full_unstemmed Comparison of the Influence of Different Soil-Structure Interaction Models in a Five-Story Building on Soft Soil
title_sort Comparison of the Influence of Different Soil-Structure Interaction Models in a Five-Story Building on Soft Soil
dc.creator.none.fl_str_mv Izarra, Luis
Loza, Gustavo
Rivas, Gram
author Izarra, Luis
author_facet Izarra, Luis
Loza, Gustavo
Rivas, Gram
author_role author
author2 Loza, Gustavo
Rivas, Gram
author2_role author
author
dc.subject.es_PE.fl_str_mv Dual Structure
FEMA manual
Isolated Footing
Reinforced concrete
Seismic Analysis
Soil-Structure Interaction
topic Dual Structure
FEMA manual
Isolated Footing
Reinforced concrete
Seismic Analysis
Soil-Structure Interaction
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 A comparative analysis will be carried out on the influence that four soil-structure interaction models have on the seismic performance of a five-story dual building composed of frames, reinforced concrete walls and isolated footings type foundations, whose initial premise states that these foundations are completely embedded in the ground. The methodologies selected for the comparison will be the D. D. Barkan - O. A. Savinov model, the A. E. Sargsian model, the model proposed by the Russian Standard SNIP 2.02.05-87 and the model proposed by the FEMA P-2091 manual in its sixth chapter. The data obtained from different measurement indicators will be compared, such as structural drifts, fundamental period, base shear, axial forces acting on a critical column and moments in a critical beam. At the end of the analysis, it was concluded that the SSI model that provides results that are most in line with Peruvian reality without the need to exaggerate the results is the one proposed by the FEMA manual, which represents a good precedent in favor of including the phenomenon in the Peruvian regulations.
publishDate 2025
dc.date.accessioned.none.fl_str_mv 2026-01-27T17:54:19Z
dc.date.available.none.fl_str_mv 2026-01-27T17:54:19Z
dc.date.issued.fl_str_mv 2025-01-01
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/article
dc.type.version.none.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a274
format article
dc.identifier.doi.none.fl_str_mv https://doi.org/10.11159/iccste25.285
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/688486
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-s2.0-105012184943
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:105012184943
url https://doi.org/10.11159/iccste25.285
http://hdl.handle.net/10757/688486
identifier_str_mv 23693002
International Conference on Civil Structural and Transportation Engineering
2-s2.0-105012184943
SCOPUS_ID:105012184943
dc.language.iso.es_PE.fl_str_mv eng
language eng
dc.rights.*.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.uri.*.fl_str_mv http://creativecommons.org/licenses/by/4.0/
eu_rights_str_mv openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by/4.0/
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
instname:Universidad Peruana de Ciencias Aplicadas
instacron:UPC
instname_str Universidad Peruana de Ciencias Aplicadas
instacron_str UPC
institution UPC
reponame_str UPC-Institucional
collection UPC-Institucional
dc.source.journaltitle.none.fl_str_mv International Conference on Civil Structural and Transportation Engineering
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spelling 0038ec1567c79a305ba81fb0c9857738300601898064c6c4192998c3b97d8849e47c54b87923dd909e4902f5a7d92ce574c5002026-01-27T17:54:19Z2026-01-27T17:54:19Z2025-01-01https://doi.org/10.11159/iccste25.285http://hdl.handle.net/10757/68848623693002International Conference on Civil Structural and Transportation Engineering2-s2.0-105012184943SCOPUS_ID:105012184943A comparative analysis will be carried out on the influence that four soil-structure interaction models have on the seismic performance of a five-story dual building composed of frames, reinforced concrete walls and isolated footings type foundations, whose initial premise states that these foundations are completely embedded in the ground. The methodologies selected for the comparison will be the D. D. Barkan - O. A. Savinov model, the A. E. Sargsian model, the model proposed by the Russian Standard SNIP 2.02.05-87 and the model proposed by the FEMA P-2091 manual in its sixth chapter. The data obtained from different measurement indicators will be compared, such as structural drifts, fundamental period, base shear, axial forces acting on a critical column and moments in a critical beam. At the end of the analysis, it was concluded that the SSI model that provides results that are most in line with Peruvian reality without the need to exaggerate the results is the one proposed by the FEMA manual, which represents a good precedent in favor of including the phenomenon in the Peruvian regulations.ODS 9: Industria, innovación e infraestructuraODS 3: Salud y bienestarODS 4: Educación de calidadapplication/pdfengAvestia Publishinginfo:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by/4.0/Dual StructureFEMA manualIsolated FootingReinforced concreteSeismic AnalysisSoil-Structure Interactionhttps://purl.org/pe-repo/ocde/ford#2.01.00Comparison of the Influence of Different Soil-Structure Interaction Models in a Five-Story Building on Soft Soilinfo:eu-repo/semantics/articlehttp://purl.org/coar/version/c_970fb48d4fbd8a274International Conference on Civil Structural and Transportation Engineeringreponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCIzarra, LuisLoza, GustavoRivas, Gram2026-01-27T17:54:20ZLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/688486/3/license.txt8a4605be74aa9ea9d79846c1fba20a33MD53falseCC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8908https://repositorioacademico.upc.edu.pe/bitstream/10757/688486/2/license_rdf0175ea4a2d4caec4bbcc37e300941108MD52falseORIGINALICCSTE_285.pdfICCSTE_285.pdfapplication/pdf294633https://repositorioacademico.upc.edu.pe/bitstream/10757/688486/1/ICCSTE_285.pdf170ef7c7c548f5689cd976acd43e3576MD51true10757/688486oai:repositorioacademico.upc.edu.pe:10757/6884862026-03-20 00:21:51.651Repositorio Académico UPCupc@openrepository.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