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Title:Zasnova in analiza nosilne konstrukcije večnamenskega stadiona : magistrsko delo
Authors:ID Beber, Mitja (Author)
ID Kravanja, Stojan (Mentor) More about this mentor... New window
ID Žula, Tomaž (Comentor)
ID Jelušič, Primož (Comentor)
Files:.pdf MAG_Beber_Mitja_2024.pdf (13,68 MB)
MD5: 6E1B36746472C0BE7DFEC4A37F2AE1F2
 
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:V magistrskem delu je obravnavana zasnova, statična in potresna analiza ter dimenzioniranje nosilne konstrukcije večnamenskega stadiona s tlorisnimi dimenzijami 50,3 m x 14,3 m. Kapaciteta tribune je približno 1000 sedežev. Tribuna je v celoti prekrita z enokapno streho, ki dosega maksimalno višino 12,7 m v slemenu. Medetažne konstrukcije so predvidene iz prednapetih betonskih votlih plošč, ter na tribunskem delu iz montažnih armirano betonskih tribunskih L-elementov. Izvedena je bila analiza vplivov na konstrukcijo in potresna analiza v skladu s standardoma SIST EN 1991 in SIST EN 1998. Jeklena konstrukcija je bila dimenzionirana v skladu s standardom SIST EN 1993, dimenzioniranje točkovnih temeljev smo opravili v skladu s standardom SIST EN 1997. S pomočjo programske opreme Scia Engineer je izvedena statična in potresna analiza ter dimenzioniranje jeklenih elementov. Za analizo in dimenzioniranje spojev je bil uporabljen program Idea Statica. V magistrskem delu je izvedena tudi analiza porabe materiala in prikaz stroškov izdelave nosilne konstrukcije objekta.
Keywords:gradbeništvo, jeklene konstrukcije, stadion, statična analiza, potresna analiza, dimenzioniranje
Place of publishing:Maribor
Place of performance:Maribor
Publisher:[M. Beber]
Year of publishing:2024
Number of pages:1 spletni vir (1 datoteka PDF (XVIII, 143 str.))
PID:20.500.12556/DKUM-89623 New window
UDC:624.014.2.04(043.2)
COBISS.SI-ID:210816515 New window
Publication date in DKUM:13.08.2024
Views:84
Downloads:56
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
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:30.07.2024

Secondary language

Language:English
Title:Design and analysis of the structure of a multi purpose stadium
Abstract:The master’s thesis covers the design, the static and seismic analysis, and the dimensioning of the structure of a multi-purpose stadium with the floor plan dimensions 50,3 m x 14,3 m. The grandstand has a capacity of approx. 1000 seats and is completely covered by a pent roof that reaches a maximum height of 12,7 m at the ridge. The floor structures are intended to be made of pre-stressed hollow concrete slabs, while on the grandstand section precast reinforced concrete L-elements will be used. An analysis of the influences on the structure and a seismic analysis were carried out in accordance with the SIST EN 1991 and SIST EN 1998 standards. The steel structure was dimensioned according to the SIST EN 1993 standard and the pad foundations were dimensioned according to the SIST EN 1997 standard. The static and seismic analysis and the dimensioning of the steel elements were carried out using the Scia Engineer software. The Idea Statica program was used for the analysis and dimensioning of the connections. The master's thesis also includes an analysis of the material consumption and a cost presentation of the structure.
Keywords:civil engineering, steel structures, stadium, static analysis, seismic analysis, dimensioning


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