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Title:Zasnova in statična analiza jeklene stolpnice višine 53 m z dvonadstropno podzemno garažo : magistrsko delo
Authors:ID Vodeb, Miha (Author)
ID Kravanja, Stojan (Mentor) More about this mentor... New window
ID Jelušič, Primož (Comentor)
ID Žula, Tomaž (Comentor)
Files:.pdf MAG_Vodeb_Miha_2021.pdf (11,43 MB)
MD5: BCF32281907D4E6EAE87446EE7C56F98
PID: 20.500.12556/dkum/239f9bea-61ab-412f-ab9a-c13a268e809e
 
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:Namen magistrskega dela je zasnova, statična in dinamična analiza ter dimenzioniranje jeklene stolpnice višine 53 m, z dvonadstropno podzemno armiranobetonsko garažo višine 7 m. Tlorisne dimenzije jeklenega dela so 21 m x 21 m in armiranobetonskega dela 49 m x 49 m. Medetažne plošče so iz prefabriciranih betonskih elementov. Na podlagi lokacije objekta v Mariboru so bili izvedeni izračuni spremenljivih obtežb. Za modeliranje konstrukcije in njeno analizo je uporabljen program Scia Engineer, za dimenzioniranje stikov pa program Idea Statica. Pri dimenzioniranju so upoštevani veljavni evropski standardi Evrokod, od SIST EN 1990 do SIST EN 1998. Dimenzionirani so vsi glavni in sekundarni elementi jeklene konstrukcije, pri armiranobetonskem delu pa karakteristična plošča, vzdolžni in prečni nosilci, stebri in temeljna plošča.
Keywords:jeklene konstrukcije, statična analiza, potresna analiza, gradbeništvo
Place of publishing:Maribor
Place of performance:Maribor
Publisher:[M. Vodeb]
Year of publishing:2021
Number of pages:XIII, 148 str.
PID:20.500.12556/DKUM-79073 New window
UDC:624.014.2.04(043.2)
COBISS.SI-ID:66263555 New window
Publication date in DKUM:20.05.2021
Views:1284
Downloads:207
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
VODEB, Miha, 2021, Zasnova in statična analiza jeklene stolpnice višine 53 m z dvonadstropno podzemno garažo : magistrsko delo [online]. Master’s thesis. Maribor : M. Vodeb. [Accessed 19 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=79073
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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:27.04.2021

Secondary language

Language:English
Title:Design and static analysis of a 53 m high steel high-rise building with a two-storey underground garage
Abstract:The purpose of the master's thesis is the design, static and dynamic analyses and dimensioning of a 53 m high steel structure with a two-storey 7 m high underground reinforced concrete garage. The floor plan dimensions of the steel structure are 21 m x 21 m and floor plan dimensions of the reinforced concrete part of structure are 49 m x 49 m. Floor slabs are made of prefabricated concrete elements. Based on the location of the building in Maribor, calculations of variable loads were performed. Scia Engineer is used for modeling the structure and its analysis, and Idea Statica is used for joint dimensioning. Dimensioning takes into account the valid European standards Eurocode, from SIST EN 1990 to SIST EN 1998. All main and secondary elements of the steel structure are dimensioned, the same holds with the reinforced concrete parts, like the characteristic slab, longitudinal and transverse beams, columns and foundation slab.
Keywords:steel structures, static analysis, seismic analysis, civil engineering


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