Enhancing seismic performance of reinforced concrete dual wall-frame buildings: Integrating alternative modeling and design approaches

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dc.article.number2
dc.contributor.authorLópez Machado, Nelson Andrés
dc.contributor.authorLópez-Garcia González, Diego
dc.contributor.authorParra, P. F.
dc.contributor.authorAraya Letelier, Gerardo Andrés
dc.date.accessioned2025-05-01T10:32:53Z
dc.date.available2025-05-01T10:32:53Z
dc.date.issued2025
dc.description.abstractThis study delves into two critical issues related to the seismic analysis and design of Chilean reinforced concrete dual wall-frame buildings. First, it evaluates the efficacy of Special Boundary Elements (SBEs) in shear walls, whose seismic performance enhancement remains uncertain despite recent (i.e., after the 2010 earthquake) mandates in Chile. Second, it investigates the relevance of explicit inclusion of slabs in 3D nonlinear models (in dual wall-frame buildings slabs are often not modeled for computational expediency). Various analytical models of a representative 16-story dual wall-frame archetype building are meticulously evaluated using Perform3D. Different vertical heights of the SBEs (ranging from 0 to 5 stories) and different values of the effective flexural stiffness of the slabs (ranging from 0 to 100% of the gross cross-section stiffness) are considered. Subduction ground motions representative of the Chilean seismicity are selected and scaled based on detailed seismic hazard analyses. Evaluation metrics include collapse fragility functions and 50-year collapse probabilities. Inelastic deformations in the shear walls are thoroughly analyzed. It was found that the effective flexural stiffness of the slabs has a non-negligible influence on the analytical collapse probability, and that SBEs do not provide ductility but they do reduce the collapse probability.
dc.description.funderAgencia Nacional de Investigacion y Desarrollo
dc.format.extent36 páginas
dc.fuente.origenWOS
dc.identifier.doi10.1007/s10518-025-02144-7
dc.identifier.eisbn9781665444347
dc.identifier.eissn1573-1456
dc.identifier.isbn978-1-0716-1533-1
dc.identifier.issn1570-761X
dc.identifier.pubmedid36225231
dc.identifier.scieloidS0718-69242020000300109
dc.identifier.scopusid2-s2.0-105001477643
dc.identifier.urihttps://doi.org/10.1007/s10518-025-02144-7
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/103916
dc.identifier.wosidWOS:001454227200001
dc.information.autorucEscuela de Ingeniería; López Machado, Nelson Andrés; S/I; 1139309
dc.information.autorucEscuela de Ingeniería; López-Garcia González, Diego; S/I; 1004185
dc.information.autorucEscuela de Construcción Civil; Araya Letelier, Gerardo Andrés; 0000-0003-4252-1341; 124980
dc.issue.numero3
dc.language.isoen
dc.nota.accesoContenido parcial
dc.pagina.final366
dc.pagina.inicio358
dc.publisherHUMANA PRESS INC
dc.relation.ispartofFrontiers in Cellular and Infection Microbiology
dc.revistaBulletin of Earthquake Engineering
dc.rightsacceso restringido
dc.subjectDual wall-frame buildings
dc.subjectCollapse fragility
dc.subjectEffective slab stiffness
dc.subjectSpecial boundary elements
dc.subjectConfinement height
dc.subject.ddc620
dc.subject.deweyIngenieríaes_ES
dc.subject.ods11 Sustainable cities and communities
dc.subject.odspa11 Ciudades y comunidades sostenibles
dc.titleEnhancing seismic performance of reinforced concrete dual wall-frame buildings: Integrating alternative modeling and design approaches
dc.typeartículo
dc.volumen34
sipa.codpersvinculados1139309
sipa.codpersvinculados1004185
sipa.codpersvinculados124980
sipa.indexWOS
sipa.indexScopus
sipa.trazabilidadCarga WOS-SCOPUS;01-05-2025
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