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dc.contributor.authorRibeiro, Kamirã Barbosa-
dc.contributor.authorSilva, William Taylor Matias-
dc.contributor.authorSilva, Ramon Saleno Yure Rubim Costa-
dc.contributor.authorSilva, Welington Vital da-
dc.contributor.authorBezerra, Luciano Mendes-
dc.date.accessioned2024-02-06T13:18:27Z-
dc.date.available2024-02-06T13:18:27Z-
dc.date.issued2023-08-04-
dc.identifier.citationBARBOSA, Kamurâ et al. Experimental investigation of axially loaded precast sandwich panels. Buildings, [S. l.], v. 13, n. 8, 1993, 2023. DOI: https://doi.org/10.3390/buildings13081993. Disponível em: https://www.mdpi.com/2075-5309/13/8/1993. Acesso em: 06 fev. 2024.pt_BR
dc.identifier.urihttp://repositorio2.unb.br/jspui/handle/10482/47692-
dc.language.isoengpt_BR
dc.publisherMDPIpt_BR
dc.rightsAcesso Abertopt_BR
dc.titleExperimental investigation of axially loaded precast sandwich panelspt_BR
dc.typeArtigopt_BR
dc.subject.keywordPainel sanduíche pré-moldadopt_BR
dc.subject.keywordTestespt_BR
dc.rights.licenseCopyright: © 2023 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https:// creativecommons.org/licenses/by/ 4.0/).pt_BR
dc.identifier.doihttps://doi.org/10.3390/buildings13081993pt_BR
dc.description.abstract1This paper reports the results of three thin wythe precast sandwich panels tested under axial load. Panel reinforcements and shear connectors in the current state of precast sandwich panels in the civil construction context are evaluated. The authors measured displacement at two distinct panel heights as well as along the panel width to provide load–displacement behavior at the cross-section level and broaden the experimental data on the subject. The test results developed in this research showed good agreement with the results available in the literature. In addition, as concrete-wall panel strength equations have been linked to the compressive behavior of precast sandwich panels, a brief review of empirical formulae is also offered in this paper. Moreover, empirical data since 2005, on both concentrical and eccentrical load testing available in the literature, are also reported.pt_BR
dc.identifier.orcidhttps://orcid.org/0009-0002-8572-0121pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0002-8806-0440pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0003-2004-6236pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0001-5200-5995pt_BR
dc.contributor.affiliationUniversity of Brasilia, Department of Civil and Environmental Engineeringpt_BR
dc.contributor.affiliationUniversity of Brasilia, Department of Civil and Environmental Engineeringpt_BR
dc.contributor.affiliationUniversity of Brasilia, Department of Civil and Environmental Engineeringpt_BR
dc.contributor.affiliationUniversity of Brasilia, Department of Civil and Environmental Engineeringpt_BR
dc.contributor.affiliationUniversity of Brasilia, Department of Civil and Environmental Engineeringpt_BR
dc.description.unidadeFaculdade de Tecnologia (FT)pt_BR
dc.description.unidadeDepartamento de Engenharia Civil e Ambiental (FT ENC)pt_BR
dc.description.ppgPrograma de Pós-Graduação em Estruturas e Construção Civilpt_BR
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