Condensation Control of Insulated and Uninsulated Concrete Walls in the Periodic Regime: The Case of Edirne

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dc.authoridUMAROĞULLARI, Filiz/0000-0002-9503-1816
dc.authoridGedik, Gülay Zorer/0000-0003-4101-3644
dc.authorwosidUMAROĞULLARI, Filiz/ABF-9481-2020
dc.authorwosidGedik, Gülay Zorer/AAF-4456-2021
dc.contributor.authorUmarogullari, Filiz
dc.contributor.authorGedik, Gulay Zorer
dc.contributor.authorMihlayanlar, Esma
dc.date.accessioned2024-06-12T11:03:23Z
dc.date.available2024-06-12T11:03:23Z
dc.date.issued2011
dc.departmentTrakya Üniversitesien_US
dc.description.abstractSustainability is the sum of the precautions and conditions necessary to sustain life on earth. The major elements of sustainable design are choice of material and the building's post-construction performance. The most important factor in terms of building management is energy usage. On building envelope sections which are created to provide energy savings, the value of evaluating water vapor movement is often overlooked. Levels of condensation should not exceed the limits specified in the regulations. This is because the condensed water must not harm the building material or dry it out during the evaporation period. However, the thermal resistance of the building material is affected during the process before the drying period. Deterioration of the insulation material over time means that many theoretical level calculations do not reflect the true situation. In addition, due to the fact that the standards of some of these calculations are done in steady state conditions, realistic results cannot be achieved. If special precautions are not taken with regards to this, condensation damage occurs on the building elements. In this study of the climate conditions in Edirne, calculations are made using the computer program WUFI (R) 2D-3 for buildings' most frequently condensed reinforced concrete wall elements. Insulated and uninsulated wall sections are modeled for periodically changing external and constant internal environmental conditions. For comparison purposes, the reinforced concrete walls are calculated, first for non-insulation, and then insulated with different position of isolation. The calculated results obtained from the WUFI (R) 2D-3 program are shown in graphic form.en_US
dc.identifier.endpage20en_US
dc.identifier.issn1309-6915
dc.identifier.issue1en_US
dc.identifier.startpage13en_US
dc.identifier.urihttps://hdl.handle.net/20.500.14551/21643
dc.identifier.volume6en_US
dc.identifier.wosWOS:000421682400002en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.language.isotren_US
dc.publisherYildiz Technical Univ, Fac Architectureen_US
dc.relation.ispartofMegaronen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectHumidity Trasferen_US
dc.subjectEfficient Use Of Energyen_US
dc.subjectHeat Transferen_US
dc.subjectBuilding Envelopeen_US
dc.subjectCondensationen_US
dc.titleCondensation Control of Insulated and Uninsulated Concrete Walls in the Periodic Regime: The Case of Edirneen_US
dc.typeArticleen_US

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