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Title:Jekleni most s poševnimi kabli dolžine 100 m : magistrsko delo
Authors:ID Knez, Klementina (Author)
ID Kravanja, Stojan (Mentor) More about this mentor... New window
ID Žula, Tomaž (Comentor)
ID Jelušič, Primož (Comentor)
Files:.pdf MAG_Knez_Klementina_2022.pdf (10,44 MB)
MD5: 8C887CFA7B9EC9DEB86073134BF65F3C
PID: 20.500.12556/dkum/d317439a-745a-4032-8adb-30e4910ebca0
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:V sklopu magistrskega dela je prikazana zasnova jeklenega mostu s poševnimi kabli dolžine 100 m in glavnega razpona 60 m. Premostitvena konstrukcija je namenjena mešanemu prometu. Na sredini se nahajata 2 pasova, namenjena motornemu prometu, ter na vsaki strani pas za kolesarje in pešce. Izvedena je statična in dinamična analiza za obtežne kombinacije ter nato dimenzioniranje po mejnem stanju nosilnosti in mejnem stanju uporabnosti v skladu z Evrokod standardi. V sklopu dimenzioniranja je izvedena tudi zasnova ter analiza podpornih konstrukcij, kjer je za krajni opornik izbran podporni zid, za temelj pilona pa so uporabljeni piloti.
Keywords:gradbeništvo, most s poševnimi kabli, jeklene konstrukcije, piloti
Place of publishing:Maribor
Place of performance:Maribor
Publisher:[K. Knez]
Year of publishing:2022
Number of pages:1 spletni vir (1 datoteka PDF (XV, 147 f.))
PID:20.500.12556/DKUM-81638 New window
COBISS.SI-ID:113353731 New window
Publication date in DKUM:20.05.2022
Categories:KTFMB - FG
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License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:03.05.2022

Secondary language

Title:100 m long steel cable-stayed bridge
Abstract:This Master’s thesis is presenting a design, static and dynamic analyses, and dimensioning of the 100 m long steel cable – stayed bridge with the main span of 60 m. Structure of the bridge is designed in a way to be used for a mixed traffic with two lanes for motor traffic in the middle and one lane for cyclists and pedestrians on each side. Static and dynamic analyses of the cable-stayed bridge were performed for the load combinations in accordance with the Eurocode Standards and afterwards used for dimensioning by considering the ultimate and serviceability limit states. Moreover, design and analysis of supporting structures were also performed as a part of the dimensioning where a supporting wall was chosen as the end support and piles were used as a foundation for the pile.
Keywords:civil engineering, cable stayed bridge, steel structures, piles


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