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Kompenzacioni rezervoar 'Julino brdo' - Beograd

dc.creatorPetronijević, Mira
dc.creatorNefovska-Danilović, Marija
dc.creatorZlatković, Stojana
dc.creatorJokić, Nenad
dc.creatorMaksimović, M.
dc.date.accessioned2019-04-19T14:09:42Z
dc.date.available2019-04-19T14:09:42Z
dc.date.issued2004
dc.identifier.issn0350-5049
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/60
dc.description.abstractThe supplementary water tank “Julino Brdo”- Belgrade has been planed in order to provide water supply of the very centre of Belgrade during the accident situations. In the first phase two of the three water tanks are going to be built. The capacity of tanks is 2x5000 m3. The dimensions of structures are 36x30 m and 24x42 m. The water level is 5 m. According to hydraulics conditions the reservoirs have been built on the columns 6 m height, spaced on 6x6 m. The objects are founded on piles ∅1500. Due to all circumstances each reservoir has been analyzed as a space structure using finite elements method. The model includes structure and piles, also. Piles are elastically supported into the ground in the horizontal direction along the axes and fixed at the pile tips. The concrete elements are designed using the ultimate theory. Also, the new code’s requirement for the cracks is satisfied.en
dc.description.abstractU radu je prikazan proračun jednog od dva projektovana rezervoara, koji po svojim karakteristikama ne spada u standardne konstrukcije tog tipa. Za razliku od uobičajenog načina projektovanja rezervoara za vodosnabdevanje, ovde je zbog hidrauličkih zahteva, rezervoar kapaciteta 5000 m3 vode podignut na stubove visine 6 m. Zbog loših karakteristika tla, prema preporuci geomehaničara, objekat je fundiran na šipovima promenljive dužine (od 2-11m). Velika masa vode na određenoj visini i fundiranje na šipovima je zahtevalo pažljivu i složenu dinamičku analizu. Analiza je sprovedena Metodom konačnih elemenata, za više različitih slučajeva fundiranja i rasporeda zidnih platana u osnovi rezervoara. Takođe je varirano i sadejstvo vode u dinamičkoj analizi. Ponovljenim proračunima se došlo do optimalnog rešenja koje je prikazano. Proračun Rezervoara 2 je urađen po ugledu na prethodni uz daleko manji broj iteracija.sr
dc.publisherUdruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd
dc.rightsopenAccess
dc.sourceVoda i sanitarna tehnika
dc.titleDesign of supplementary water tank 'Julino brdo' - Belgradeen
dc.titleKompenzacioni rezervoar 'Julino brdo' - Beogradsr
dc.typearticle
dc.rights.licenseARR
dc.citation.epage46
dc.citation.issue1
dc.citation.other34(1): 43-46
dc.citation.spage43
dc.citation.volume34
dc.identifier.rcubconv_225
dc.type.versionpublishedVersion


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