Mimar Sinan Güzel Sanatlar Üniversitesi Açık Bilim, Sanat Arşivi

Açık Bilim, Sanat Arşivi, Mimar Sinan Güzel Sanatlar Üniversitesi tarafından doğrudan ve dolaylı olarak yayınlanan; kitap, makale, tez, bildiri, rapor gibi tüm akademik kaynakları uluslararası standartlarda dijital ortamda depolar, Üniversitenin akademik performansını izlemeye aracılık eder, kaynakları uzun süreli saklar ve yayınların etkisini artırmak için telif haklarına uygun olarak Açık Erişime sunar.

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dc.contributor.authorSungur, Şelale Elçin
dc.contributor.authorArpacıoğlu, Ümit
dc.contributor.authorÖzgünler, Mustafa
dc.date.accessioned2022-06-08T18:31:11Z
dc.date.available2022-06-08T18:31:11Z
dc.date.issued2021
dc.identifier.issn2148-9807
dc.identifier.issn2149-4088
dc.identifier.urihttps://doi.org/10.17515/resm2021.361st1101
dc.identifier.urihttps://app.trdizin.gov.tr/makale/TlRBek9ESXhNUT09
dc.identifier.urihttps://hdl.handle.net/20.500.14124/34
dc.description.abstractIn this study, London The Shard skyscraper structure was examined under the concepts of sustainability and wind engineering dynamics. The aerodynamic examination of the building in accordance with the wind dynamics principles and the relevant CFD simulations as proof, created. In the simulations carried out in the Matlab CFD environment, the Navier Stokes equation principles with komega turbulance model were followed. The skyscraper model 1-1 was created in its original form and simulated under real wind data at its location in London. In the results obtained after the simulations, the velocity increased by V-3V in the first 600-800 meters distance range, in the x direction of the model, created a vortex around the structure. While the speed-vortex effects mechanisms were examined on the model by V-3V, the pressure load P within the first 25 meters in the z direction (structure height) of the model was reached to 5P, up to the limit of 280-300 meters. When it is reached to 300 meters height, a 5-fold increase in pressure was detected. In the x-direction, pressure change of the model tested. The variation of the pressure load at the rate of P - 2P was determined in the first 800-1000 meters of the model in the x-direction, and the pressure exerts a double effect in the first 800-1000 meters of the model. In addition to the norms and regulations of supertall design principles, all risk scenarios of wind, under the effect of velocity and pressure need to be simulated before safe construction.en_US
dc.language.isoengen_US
dc.relation.ispartofResearch on Engineering Structures and Materialsen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.titleLondon the Shard analysis in the context of parametric and sustainable skyscraper designen_US
dc.typearticleen_US
dc.department. . .en_US
dc.institutionauthor. . .
dc.identifier.doi10.17515/resm2021.361st1101
dc.identifier.volume7en_US
dc.identifier.issue4en_US
dc.identifier.startpage661en_US
dc.identifier.endpage675en_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.trdizinidTlRBek9ESXhNUT09en_US


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