Dynamic Amplification Factor Proposal for Seismic Resistant Design of Tall Buildings with Rigid Core Structural System

Descripción del Articulo

El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.
Detalles Bibliográficos
Autores: Quezada, Eder, Serrano, Yaneth, Huaco, Guillermo
Formato: artículo
Fecha de Publicación:2021
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/653773
Enlace del recurso:https://doi.org/10.1007/978-3-030-57566-3_24
http://hdl.handle.net/10757/653773
Nivel de acceso:acceso embargado
Materia:High-Rise buildings
Long natural period
Minimum seismic base shear force
Rigid core
Architectural design
Concrete buildings
Dynamic loads
Floors
Modal analysis
Reinforced concrete
https://purl.org/pe-repo/ocde/ford#2.01.00
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spelling 9c101b9941c1444af8f5294fcada5a5f8efd9272a8e5d7b44508b76bff2025ffecc6b98c1b21bafa78f12345884a6b7aQuezada, EderSerrano, YanethHuaco, Guillermo2021-01-05T19:56:44Z2021-01-05T19:56:44Z2021-01-0121903018https://doi.org/10.1007/978-3-030-57566-3_24http://hdl.handle.net/10757/65377321903026Smart Innovation, Systems and Technologies2-s2.0-85098232403SCOPUS_ID:850982324030000 0001 2196 144XEl texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.Currently, there is an increase in the demand for tall buildings in the city of Lima. This research proposes to reduce the dynamic amplification factor through the seismic design of tall buildings based on the requirements of Peruvian code considering that they are regular in plan and height. Minimum base shear values according to the comparison of static seismic shear and dynamic shear from the spectral modal analysis were reviewed for cases of buildings larger than 120 m. The study of 28 reinforced concrete buildings was proposed, with different heights - varying from 24 to 36 floors, with different floor configurations, as well as the arrangement of the walls considering as a rigid core structural system. Additionally, the characteristics of the materials, the loads and combinations were defined. The responses of these buildings were determined by the response spectrum analysis (RSA) and then compared with those obtained by the lineal response history analysis (LRHA), for the last analysis, five Peruvian seismic records were used and scaled to 0.45 g. The seismic responses of the LRHA procedure were taken as a benchmark. The result of this study is the analysis and proposal of the C/R factor for high-rise buildings, as well as obtaining the base shear and drift verification. Minimum base shear values can be reduced for high or long-term buildings, being regular in plan and height.Revisión por paresengSpringer Science and Business Media Deutschland GmbHhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85098232403&doi=10.1007%2f978-3-030-57566-3_24&partnerID=40&md5=db27dc285c0805b8c135e3b7e6c1e4eeinfo:eu-repo/semantics/embargoedAccessHigh-Rise buildingsLong natural periodMinimum seismic base shear forceRigid coreArchitectural designConcrete buildingsDynamic loadsFloorsModal analysisReinforced concretehttps://purl.org/pe-repo/ocde/ford#2.01.00Dynamic Amplification Factor Proposal for Seismic Resistant Design of Tall Buildings with Rigid Core Structural Systeminfo:eu-repo/semantics/articlehttp://purl.org/coar/version/c_970fb48d4fbd8a2244Smart Innovation, Systems and Technologies202245256reponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCPublicationLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://upc.dspace7.openrepository.com/bitstreams/a8adc309-0ef0-536d-95f3-eacc0ebe5133/download8a4605be74aa9ea9d79846c1fba20a33MD5110757/653773oai:upc.dspace7.openrepository.com:10757/6537732026-02-17 17:49:15.084metadata.onlyhttps://upc.dspace7.openrepository.comRepositorio académico upcrepositorioacademico@upc.edu.pe
dc.title.en_US.fl_str_mv Dynamic Amplification Factor Proposal for Seismic Resistant Design of Tall Buildings with Rigid Core Structural System
title Dynamic Amplification Factor Proposal for Seismic Resistant Design of Tall Buildings with Rigid Core Structural System
spellingShingle Dynamic Amplification Factor Proposal for Seismic Resistant Design of Tall Buildings with Rigid Core Structural System
Quezada, Eder
High-Rise buildings
Long natural period
Minimum seismic base shear force
Rigid core
Architectural design
Concrete buildings
Dynamic loads
Floors
Modal analysis
Reinforced concrete
https://purl.org/pe-repo/ocde/ford#2.01.00
title_short Dynamic Amplification Factor Proposal for Seismic Resistant Design of Tall Buildings with Rigid Core Structural System
title_full Dynamic Amplification Factor Proposal for Seismic Resistant Design of Tall Buildings with Rigid Core Structural System
title_fullStr Dynamic Amplification Factor Proposal for Seismic Resistant Design of Tall Buildings with Rigid Core Structural System
title_full_unstemmed Dynamic Amplification Factor Proposal for Seismic Resistant Design of Tall Buildings with Rigid Core Structural System
title_sort Dynamic Amplification Factor Proposal for Seismic Resistant Design of Tall Buildings with Rigid Core Structural System
author Quezada, Eder
author_facet Quezada, Eder
Serrano, Yaneth
Huaco, Guillermo
author_role author
author2 Serrano, Yaneth
Huaco, Guillermo
author2_role author
author
dc.contributor.author.fl_str_mv Quezada, Eder
Serrano, Yaneth
Huaco, Guillermo
dc.subject.en_US.fl_str_mv High-Rise buildings
Long natural period
Minimum seismic base shear force
Rigid core
Architectural design
Concrete buildings
Dynamic loads
Floors
Modal analysis
Reinforced concrete
topic High-Rise buildings
Long natural period
Minimum seismic base shear force
Rigid core
Architectural design
Concrete buildings
Dynamic loads
Floors
Modal analysis
Reinforced concrete
https://purl.org/pe-repo/ocde/ford#2.01.00
dc.subject.ocde.none.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.01.00
description El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.
publishDate 2021
dc.date.accessioned.none.fl_str_mv 2021-01-05T19:56:44Z
dc.date.available.none.fl_str_mv 2021-01-05T19:56:44Z
dc.date.issued.fl_str_mv 2021-01-01
dc.type.en_US.fl_str_mv info:eu-repo/semantics/article
dc.type.version.none.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a2244
format article
dc.identifier.issn.none.fl_str_mv 21903018
dc.identifier.doi.none.fl_str_mv https://doi.org/10.1007/978-3-030-57566-3_24
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/653773
dc.identifier.eissn.none.fl_str_mv 21903026
dc.identifier.journal.en_US.fl_str_mv Smart Innovation, Systems and Technologies
dc.identifier.eid.none.fl_str_mv 2-s2.0-85098232403
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85098232403
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 21903018
21903026
Smart Innovation, Systems and Technologies
2-s2.0-85098232403
SCOPUS_ID:85098232403
0000 0001 2196 144X
url https://doi.org/10.1007/978-3-030-57566-3_24
http://hdl.handle.net/10757/653773
dc.language.iso.en_US.fl_str_mv eng
language eng
dc.relation.url.en_US.fl_str_mv https://www.scopus.com/inward/record.uri?eid=2-s2.0-85098232403&doi=10.1007%2f978-3-030-57566-3_24&partnerID=40&md5=db27dc285c0805b8c135e3b7e6c1e4ee
dc.rights.es_PE.fl_str_mv info:eu-repo/semantics/embargoedAccess
eu_rights_str_mv embargoedAccess
dc.publisher.none.fl_str_mv Springer Science and Business Media Deutschland GmbH
publisher.none.fl_str_mv Springer Science and Business Media Deutschland GmbH
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 Smart Innovation, Systems and Technologies
dc.source.volume.none.fl_str_mv 202
dc.source.beginpage.none.fl_str_mv 245
dc.source.endpage.none.fl_str_mv 256
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Dynamic Amplification Factor Proposal for Seismic Resistant Design of Tall Buildings with Rigid Core Structural System
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