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Autoregularized model of compressive behavior of structural wall boundary elements

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dc.contributor.authorArteta, Carlos A.
dc.contributor.authorPiedrahita González, Jefferson Andrés
dc.contributor.authorSegura, Christopher L.
dc.contributor.researchgroupGrupo de Investigación Materiales y Estructuras Continuas – GIMAT
dc.date.accessioned2025-06-11T20:09:25Z
dc.date.issued2025-03-13
dc.descriptionIncluye ilustraciones, gráficos, tablas.
dc.description.abstractThe adequate seismic behavior of slender reinforced concrete (RC) structural walls relies heavily on the effectiveness of the boundary element (BE) in providing stable resistance against combined axial and flexural-shear compression demands resulting from gravity loading and lateral earthquake deformations. The geometric properties of the BE, including thickness and confined length, as well as the arrangement, detailing, and quantity of transverse reinforcement, play crucial roles in achieving a stable compressive response. Laboratory tests on isolated BE specimens subjected to uniform axial compression or cyclic axial tension and compression have been instrumental in understanding the influence of these variables on the compressive behavior of wall BEs. This study uses a database of experimental results from 45 rectangular BE specimens to establish empirical relationships between compressive force and strain, accounting for geometric and transverse reinproposed to estimate the compressive behavior within the damaged zone of a BE, based on its geometry and transverse reinforcement.eng
dc.format.extent14 paginas
dc.format.mimetypeapplication/pdf
dc.identifier.citationArteta, C. A., Piedrahita, J., & Segura, C. L. (2025). Autoregularized Model of the Compressive Behavior of Structural Wall Boundary Elements. ACI Structural Journal, 122(2). https://doi.org/10.14359/51743302.
dc.identifier.doi10.14359/51743302
dc.identifier.urihttps://hdl.handle.net/20.500.12585/13774
dc.language.isoeng
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dc.rightsCopyright © 2025, American Concrete Institute. All rights reserved, including the making of copies unless permission is obtained from the copyright proprietors. Pertinent discussion including author’s closure, if any, will be published ten months from this journal’s date if the discussion is received within four months of the paper’s print publication.eng
dc.rights.accessrightsinfo:eu-repo/semantics/openAccess
dc.rights.licenseAtribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceACI Structural Journal
dc.subject.armarcReinforced concrete walls—Seismic behavior Reinforced concrete—Laboratory testing Structural elements—Design and construction Shear walls—Earthquake-resistant design Structural reinforcement—Experimental analysis Deformations (Structural engineering) Compression (Structural engineering) Empirical models (Structural engineering) Earthquake loads—Effect on structures Earthquake engineering—Mathematical models
dc.subject.lembReinforced concrete walls -- Seismic behavior
dc.subject.lembReinforced concrete -- Laboratory testing
dc.subject.lembStructural elements -- Design and construction
dc.subject.lembShear walls -- Earthquake -- resistant design
dc.subject.lembStructural reinforcement -- Experimental analysis
dc.subject.lembDeformations (Structural engineering)
dc.subject.lembCompression (Structural engineering)
dc.subject.lembEmpirical models (Structural engineering)
dc.subject.lembEarthquake loads -- Effect on structures
dc.subject.lembEarthquake engineering -- Mathematical models
dc.subject.ocde2. Ingeniería y Tecnología::2A. Ingeniería Civil::2A01. Ingeniería civil
dc.subject.odsODS 9: Industria, innovación e infraestructura. Construir infraestructuras resilientes, promover la industrialización inclusiva y sostenible y fomentar la innovación
dc.subject.proposalBoundary element (BE)eng
dc.subject.proposalCompression testeng
dc.subject.proposalFracture energy in compressioneng
dc.subject.proposalRegularizationeng
dc.subject.proposalReinforced concrete (RC)eng
dc.subject.proposalStrain capacity modeleng
dc.subject.proposalStructural walleng
dc.titleAutoregularized model of compressive behavior of structural wall boundary elementseng
dc.typeArtículo de revista
dc.type.coarhttp://purl.org/coar/resource_type/c_2df8fbb1
dc.type.coarversionhttp://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.contentText
dc.type.driverinfo:eu-repo/semantics/article
dc.type.redcolhttp://purl.org/redcol/resource_type/ART
dc.type.versioninfo:eu-repo/semantics/publishedVersion
dcterms.audienceIngenieros Civiles, Investigadores y Estudiantes de Posgrado
dspace.entity.typePublication
relation.isAuthorOfPublicationf730a56c-679c-47c2-adcc-1b76e99d600c
relation.isAuthorOfPublication.latestForDiscoveryf730a56c-679c-47c2-adcc-1b76e99d600c

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