COMPORTAMIENTO MECÁNICO DE MUROS DE CORTE DE Eucalyptus grandis: RESULTADOS EXPERIMENTALES VERSUS EL CRITERIO DE LAS NORMAS EUROPEAS.
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| Title: | COMPORTAMIENTO MECÁNICO DE MUROS DE CORTE DE Eucalyptus grandis: RESULTADOS EXPERIMENTALES VERSUS EL CRITERIO DE LAS NORMAS EUROPEAS. |
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| Alternate Title: | MECHANICAL BEHAVIOUR OF Eucalyptus grandis SHEAR WALLS: EXPERIMENTAL RESULTS VS THE CRITERIUM OF EUROPEAN STANDARDS. |
| Authors: | del Rocío Ramos, María1, Fank, Pamela Yohana1, Torrán, Eduardo Antonio1, Sosa-Zittoq, María Alexandra1, Piter, Juan Carlos1 jc.piter@gmail.com |
| Source: | Maderas: Ciencia y Tecnología. 2024, Vol. 26 Issue 1, p1-16. 16p. |
| Subjects: | Shear walls, Lightweight construction, Eucalyptus grandis, Building design & construction, Deformations (Mechanics) |
| Abstract (English): | This paper presents and discusses the results of a project aimed at investigating the mechanical behaviour of typical shear walls of light frame constructions and built with frame of Argentinean Eucalyptus grandis (eucalipto). The research was carried out on 17 panels, 15 of which distributed in 5 series with different configurations that met the construction requirements specified in Method A of Eurocode 5 UNE-EN 1995-1-1 and 2 presenting anomalies. All tests were carried out according to UNE-EN 594. The racking resistance determined experimentally exceeded that calculated according to the aforementioned Method in all panels that fulfil the construction requirements, placing the value calculated according to the European rules on the safety side. The experimental results confirmed a greater variability for the stiffness than for the resistance, and showed that the panels that failed under high loads do not always developed the expected resistance for allowable deformations under service loads, indicating the convenience of focusing on this aspect in future investigations on this structural system. [ABSTRACT FROM AUTHOR] |
| Abstract (Spanish): | En este artículo se presentan y discuten los resultados de un proyecto orientado a investigar el comportamiento mecánico de muros de corte típicos de construcciones de entramado ligero y construidos con bastidor de Eucalyptus grandis (eucalipto) de la Mesopotamia Argentina. La investigación se llevó a cabo sobre 17 paneles, 15 de los cuales integraron 5 series con distintas configuraciones que cumplieron los requerimientos constructivos del Método A del Eurocódigo 5 UNE-EN 1995-1-1, y 2 con anomalías. Los ensayos se realizaron según la norma UNE-EN 594. La resistencia al descuadre determinada experimentalmente superó a la obtenida según el Método A en todos los paneles que cumplieron los requerimientos constructivos, ubicando del lado de la seguridad al valor calculado según las reglas europeas. Los resultados experimentales probaron una mayor variabilidad de la rigidez que de la resistencia y mostraron que los paneles que fallaron bajo cargas elevadas no siempre desarrollaron la resistencia esperada para deformaciones admisibles bajo cargas de servicio, indicando la conveniencia de focalizar sobre este aspecto en futuras investigaciones sobre estos sistemas estructurales. [ABSTRACT FROM AUTHOR] |
| Copyright of Maderas: Ciencia y Tecnología is the property of Universidad del Bio-Bio and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
| FullText | Links: – Type: pdflink Text: Availability: 0 |
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| Header | DbId: egs DbLabel: Engineering Source An: 181082094 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: COMPORTAMIENTO MECÁNICO DE MUROS DE CORTE DE Eucalyptus grandis: RESULTADOS EXPERIMENTALES VERSUS EL CRITERIO DE LAS NORMAS EUROPEAS. – Name: TitleAlt Label: Alternate Title Group: TiAlt Data: MECHANICAL BEHAVIOUR OF Eucalyptus grandis SHEAR WALLS: EXPERIMENTAL RESULTS VS THE CRITERIUM OF EUROPEAN STANDARDS. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22del+Rocío+Ramos%2C+María%22">del Rocío Ramos, María</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Fank%2C+Pamela+Yohana%22">Fank, Pamela Yohana</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Torrán%2C+Eduardo+Antonio%22">Torrán, Eduardo Antonio</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Sosa-Zittoq%2C+María+Alexandra%22">Sosa-Zittoq, María Alexandra</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Piter%2C+Juan+Carlos%22">Piter, Juan Carlos</searchLink><relatesTo>1</relatesTo><i> jc.piter@gmail.com</i> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Maderas%3A+Ciencia+y+Tecnología%22">Maderas: Ciencia y Tecnología</searchLink>. 2024, Vol. 26 Issue 1, p1-16. 16p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Shear+walls%22">Shear walls</searchLink><br /><searchLink fieldCode="DE" term="%22Lightweight+construction%22">Lightweight construction</searchLink><br /><searchLink fieldCode="DE" term="%22Eucalyptus+grandis%22">Eucalyptus grandis</searchLink><br /><searchLink fieldCode="DE" term="%22Building+design+%26+construction%22">Building design & construction</searchLink><br /><searchLink fieldCode="DE" term="%22Deformations+%28Mechanics%29%22">Deformations (Mechanics)</searchLink> – Name: Abstract Label: Abstract (English) Group: Ab Data: This paper presents and discusses the results of a project aimed at investigating the mechanical behaviour of typical shear walls of light frame constructions and built with frame of Argentinean Eucalyptus grandis (eucalipto). The research was carried out on 17 panels, 15 of which distributed in 5 series with different configurations that met the construction requirements specified in Method A of Eurocode 5 UNE-EN 1995-1-1 and 2 presenting anomalies. All tests were carried out according to UNE-EN 594. The racking resistance determined experimentally exceeded that calculated according to the aforementioned Method in all panels that fulfil the construction requirements, placing the value calculated according to the European rules on the safety side. The experimental results confirmed a greater variability for the stiffness than for the resistance, and showed that the panels that failed under high loads do not always developed the expected resistance for allowable deformations under service loads, indicating the convenience of focusing on this aspect in future investigations on this structural system. [ABSTRACT FROM AUTHOR] – Name: Abstract Label: Abstract (Spanish) Group: Ab Data: En este artículo se presentan y discuten los resultados de un proyecto orientado a investigar el comportamiento mecánico de muros de corte típicos de construcciones de entramado ligero y construidos con bastidor de Eucalyptus grandis (eucalipto) de la Mesopotamia Argentina. La investigación se llevó a cabo sobre 17 paneles, 15 de los cuales integraron 5 series con distintas configuraciones que cumplieron los requerimientos constructivos del Método A del Eurocódigo 5 UNE-EN 1995-1-1, y 2 con anomalías. Los ensayos se realizaron según la norma UNE-EN 594. La resistencia al descuadre determinada experimentalmente superó a la obtenida según el Método A en todos los paneles que cumplieron los requerimientos constructivos, ubicando del lado de la seguridad al valor calculado según las reglas europeas. Los resultados experimentales probaron una mayor variabilidad de la rigidez que de la resistencia y mostraron que los paneles que fallaron bajo cargas elevadas no siempre desarrollaron la resistencia esperada para deformaciones admisibles bajo cargas de servicio, indicando la conveniencia de focalizar sobre este aspecto en futuras investigaciones sobre estos sistemas estructurales. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Maderas: Ciencia y Tecnología is the property of Universidad del Bio-Bio and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
| PLink | https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=egs&AN=181082094 |
| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.22320/s0718221x/2024.01 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 16 StartPage: 1 Subjects: – SubjectFull: Shear walls Type: general – SubjectFull: Lightweight construction Type: general – SubjectFull: Eucalyptus grandis Type: general – SubjectFull: Building design & construction Type: general – SubjectFull: Deformations (Mechanics) Type: general Titles: – TitleFull: COMPORTAMIENTO MECÁNICO DE MUROS DE CORTE DE Eucalyptus grandis: RESULTADOS EXPERIMENTALES VERSUS EL CRITERIO DE LAS NORMAS EUROPEAS. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: del Rocío Ramos, María – PersonEntity: Name: NameFull: Fank, Pamela Yohana – PersonEntity: Name: NameFull: Torrán, Eduardo Antonio – PersonEntity: Name: NameFull: Sosa-Zittoq, María Alexandra – PersonEntity: Name: NameFull: Piter, Juan Carlos IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 01 Text: 2024 Type: published Y: 2024 Identifiers: – Type: issn-print Value: 07173644 Numbering: – Type: volume Value: 26 – Type: issue Value: 1 Titles: – TitleFull: Maderas: Ciencia y Tecnología Type: main |
| ResultId | 1 |
