Non-destructive evaluation of timber structures in a historical building of Tiradentes, MG

Avaliação não destrutiva de estruturas de madeiras em edifício histórico de Tiradentes, MG

dc.creatorAbreu, Luciana Barbosa de
dc.creatorLima, José Tarcísio
dc.creatorRabelo, Giovanni Francisco
dc.creatorGomes, Francisco Carlos
dc.creatorTrugilho, Paulo Fernando
dc.creatorEloy, Felipe de Souza
dc.date2016-04-06
dc.date2017-08-01T20:15:22Z
dc.date2017-08-01T20:15:22Z
dc.date2017-08-01
dc.date.accessioned2023-09-28T20:00:40Z
dc.date.available2023-09-28T20:00:40Z
dc.identifierhttp://www.cerne.ufla.br/site/index.php/CERNE/article/view/928
dc.identifierhttp://repositorio.ufla.br/jspui/handle/1/14599
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/9042281
dc.descriptionProblems related to the durability of wood are commonly found in historical buildings structures. Preservation and conservation resolutions must be adopted, in order to avoid losses and substitutions, which mischaracterize buildings. Non-destructive methods for detecting deterioration should be used in order to substantiate decisions and increase the longevity of historical heritage. This work was carried out in order to perform non-destructive essays to infer about the integrity of a beam and a pillar of the original construction of the Sobrado Ramalho, a historical building of the city of Tiradentes, MG. The equipments utilized were the Stress Wave Timer and resistograph. Samples of the elements were taken for analysis of density. The results showed that, in both structures, to calculate the dynamic modulus of elasticity, there was no significant difference for the application of stress wave timer on the alignments studied. There was no significant difference between the directions of application of the resistograph on the pillar, due to its apparent entirety and regular sessions, practically square, and to not being loaded eccentrically. In the case of the beam, there was significant difference, presumably because it has cracks in its traction line. The equipments, unknown by professionals of heritage conservation allow promising methodologies for inspection of timber structures in service. 
dc.formatapplication/pdf
dc.languageeng
dc.publisherCERNE
dc.publisherCERNE
dc.relationhttp://www.cerne.ufla.br/site/index.php/CERNE/article/view/928/703
dc.sourceCERNE; Vol 19 No 3 (2013); 481-487
dc.sourceCERNE; Vol 19 No 3 (2013); 481-487
dc.source2317-6342
dc.source0104-7760
dc.subjectNon destructive essay, historical heritage timber structure, deterioration, entirety.
dc.titleNon-destructive evaluation of timber structures in a historical building of Tiradentes, MG
dc.titleAvaliação não destrutiva de estruturas de madeiras em edifício histórico de Tiradentes, MG
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion


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