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Title:PROJEKTIRANJE SOVPREŽNEGA LOČNEGA MOSTU DOLŽINE 251,5M
Authors:ID Preložnik, Bojan (Author)
ID Kuhta, Milan (Mentor) More about this mentor... New window
ID Rožič, Dušan (Comentor)
Files:.pdf MAG_Preloznik_Bojan_2014.pdf (9,98 MB)
MD5: B625BCFFA07C3FEC440E4EE4120BB037
 
Language:Slovenian
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Magistrsko delo vsebuje projektiranje sovprežnega ločnega mostu. Projektiranje je narejeno v skladu z evropskimi standardi Evrokod. Most premošča ledeniško dolino in enotirno železniško progo z lokom. Prekladno konstrukcijo sestavljata dva jeklena škatlasta nosilca, preko katerih je zabetonirana armiranobetonska plošča. Izvedena je analiza vseh faz gradnje, ki zajemajo gradnjo loka, narivanje glavnih jeklenih nosilcev in betoniranje betonske plošče na pomičnem opažu. Izvedla se je tudi analiza v fazi uporabe. Namen magistrskega dela je bila analiza sovprežnega ločnega mostu in spoznavanje programa Sofistik.
Keywords:sovprežne konstrukcije, lok, most, Sofistik, projektiranje, Evrokod
Place of publishing:Maribor
Publisher:[B. Preložnik]
Year of publishing:2013
PID:20.500.12556/DKUM-43186 New window
UDC:624.6.016.04:004.4(043.2)
COBISS.SI-ID:17611286 New window
NUK URN:URN:SI:UM:DK:ZJEXGPLU
Publication date in DKUM:08.01.2014
Views:2483
Downloads:479
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
PRELOŽNIK, Bojan, 2013, PROJEKTIRANJE SOVPREŽNEGA LOČNEGA MOSTU DOLŽINE 251,5M [online]. Master’s thesis. Maribor : B. Preložnik. [Accessed 17 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=43186
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Secondary language

Language:English
Title:DESIGN OF COMPOSITE ARCH BRIDGE OF LENGTH 251,5M
Abstract:The present master thesis deals with the planning of a composite arch bridge. The planning has been pursued in accordance with the European standards Eurocode. The main arch span glacial valley and monorail rail. Bridge deck is consists of two main steel box girders and reinforced concrete slab. Analysis of the construction stages has been made which covers building arch, incremental launching of main steel girders and furthermore pouring of the reinforced concrete slab on the movable formwork. Analysis of operation phase was also made. The master thesis aims amongst others analysis of composite arch bridge and learning of the commercial programme Sofistik.
Keywords:composite structures, arch, bridge, Sofistik, design, Eurocode


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