Jeklen most s poševnimi zategami čez reko Krko v Irči vasi

magistrsko delo

Blaž Štupar (Author), Franc Sinur (Mentor)

Abstract

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.

Keywords

gradbeništvo;magistrska dela;most;brv;zatega;jeklenica;obremenitve;prednapetje;pilon;

Data

Language:	Slovenian
Year of publishing:	2016
Typology:	2.09 - Master's Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[B. Štupar]
UDC:	624.014.2:624.21(043.3)
COBISS:	7879009
Views:	2507
Downloads:	1072
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Steel cable-stayed bridge over river Krka in Irča vas
Secondary abstract:	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.
Secondary keywords:	civil engineering;master of science thesis;bridge;footbridge;cable-stay;wire rope;steel;load;prestress;pylon;
File type:	application/pdf
Type (COBISS):	Master's thesis/paper
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	XX, 182 str., 3 pril.
ID:	9249724