Jeklen most s poševnimi zategami čez reko Krko v Irči vasi
V magistrskem delu je prikazan potek od zasnove do dimenzioniranja jeklenega mostu s poševnimi zategami čez reko Krko v Irči vasi. Prekladna konstrukcija je zasnovana kot prostorsko paličje sestavljeno iz okroglih votlih profilov, ki poteka v »S« krivini in je podprta asimetrično z jeklenimi zategami na zunanjem radiju »S« krivine. Preko zateg se obtežba iz prekladne konstrukcije prenaša na dva pilona. Glavni vplivi na celotno konstrukcijo so določeni z evropskimi standardi Evrokod, po katerih se je tudi izvedla statična ter potresna analiza.
The thesis shows the course of process from design to dimensioning of the steel cable-stayed bridge over river Krka in Irča village. The superstructure is designed as a space-truss made up from cold formed circular sections, which horizontal path takes place as an »S« curve and is supported by assymmetricly positioned cable-stays on the outer radii of the »S« curve. The load from superstructure is transfered trough the cable-stays onto two pylons. Main effects on the bridge are specified accordingly with the european standards the Eurocodes, by which the static and seismic analysis was calculated.
2016
2017-01-13 02:26:08
1060
gradbeništvo, magistrska dela, most, brv, zatega, jeklenica, obremenitve, prednapetje, pilon
civil engineering, master of science thesis, bridge, footbridge, cable-stay, wire rope, steel, load, prestress, pylon
mb22
[B. Štupar]
Blaž
Štupar
70
Franc
Sinur
991
UDK
4
624.014.2:624.21(043.3)
COBISS_ID
3
7879009
MagdBG2-2016Stupar-k.pdf
8787414
Predstavitvena datoteka
2017-04-30 11:26:16
Blaz_Stupar_PrilogeVSE.pdf
22052006
Priloga
2017-04-30 11:26:17