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Title:Projekt 15 nadstropne poslovne jeklene stavbe z dvoetažno armiranobetonsko garažo : magistrsko delo
Authors:ID Blatnik, Miha (Author)
ID Žula, Tomaž (Mentor) More about this mentor... New window
ID Jelušič, Primož (Comentor)
ID Kravanja, Stojan (Comentor)
Files:.pdf MAG_Blatnik_Miha_2021.pdf (25,53 MB)
MD5: 5F315AF1EAF580A5DEAF0A133E6D10B1
 
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:Magistrska naloga obravnava statično in potresno analizo 15-nadstropne poslovne jeklene stolpnice, višine 58,0 m z armiranobetonsko monolitno podzemno garažo v dveh etažah, višine 7,0 m. Objekt je lociran v industrijski coni v Velenju, tlorisnih dimenzij jeklene konstrukcije 32,5 x 32,5 m in 19,5 x 19,5 m ter armiranobetonske garaže tlorisnih dimenzij 51 x 51 m. Uporabljena sta konstrukcijska materiala, jeklo in armiran beton. Globalna analiza prostorskega modela je izvedena s programskim orodjem SCIA Engineer. Vsi vplivi na konstrukcijo so izvedeni v skladu s SIST EN 1990 in SIST EN 1991. Potresna analiza je izvedena z modalno analizo s spektri odziva v skladu s SIST EN 1998. Dimenzioniranje jeklene in betonske konstrukcije je izvedeno v skladu z družino standardov Evrokod. Konstruirani in dimenzionirani so štirje značilni jekleni spoji, s programskim orodjem IDEA Statica v20.1. V magistrski nalogi so upoštevani Evrokod standardi SIST EN 1990-1998 s pripadajočimi nacionalnimi dodatki.
Keywords:statična analiza, potresna analiza, jeklena konstrukcija, armiranobetonska konstrukcija, jekleni spoji
Place of publishing:Maribor
Place of performance:Maribor
Publisher:[M. Blatnik]
Year of publishing:2021
Number of pages:XIX, 210 str.
PID:20.500.12556/DKUM-79252 New window
UDC:624.04:[624.014.2+624.012.45](043.2)
COBISS.SI-ID:69734915 New window
Publication date in DKUM:18.06.2021
Views:1324
Downloads:352
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
BLATNIK, Miha, 2021, Projekt 15 nadstropne  poslovne jeklene stavbe z  dvoetažno armiranobetonsko  garažo : magistrsko delo [online]. Master’s thesis. Maribor : M. Blatnik. [Accessed 12 April 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=79252
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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:03.06.2021

Secondary language

Language:English
Title:Design of 15 storey office steel building with two storey reinforced concrete garage
Abstract:The master thesis deals with the structural and seismic analysis of the 15-storey 58.0 m high steel office tower with monolithic reinforced concrete underground garage with two floors of 7.0 m height. The building is located in the industrial zone in Velenje with floor plan dimensions of 32,5x32,5 m and 19,5x19,5 m and reinforced concrete garage with floor plan dimensions of 51x51 m. Tha main materials used are steel and reinforced concrete. The global analysis of the 3D spatial model is performed using the SCIA Engineer software tool. All loads on the structure are performed according to SIST EN 1990 in SIST EN 1991. The seismic analysis is carried out by modal analysis with response spectrum according to SIST EN 1998. Dimensioning of steel and concrete elements is carried out according to the Eurocode standards. Four typical steel connexions are designed using the software tool IDEA Statica v20.1. Master thesis take in to account Eurocode standards SIST EN 1990-1998 with correspondin
Keywords:statical analysis, seismic analysis, steel structure, reinforced concrete structure, steel connections


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