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Title:Statična in dinamična analiza objekta v centru za bivanje in aktivnosti starostnikov v občini Hoče - Slivnica : magistrsko delo
Authors:ID Kralj, Tomaž (Author)
ID Premrov, Miroslav (Mentor) More about this mentor... New window
ID Držečnik, Mateja (Co-mentor)
Files:.pdf MAG_Kralj_Tomaz_2022.pdf (7,96 MB)
MD5: AD2A3A1EFD15D4867567D26A6D7E11B3
 
.zip MAG_Kralj_Tomaz_2022.zip (11,68 MB)
MD5: DF4A921754815E555C1D4A306C39B6FE
 
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 smo obravnavali nosilne konstrukcije iz lesa. Osredotočili smo se na montažno gradnjo, in sicer na tako imenovani okvirno-panelni sistem. Na primeru dvoetažnega objekta v Centru za bivanje in aktivnosti starostnikov v občini Hoče - Slivnica smo izvedli statično in dinamično analizo. V dinamični analizi smo analizirali vpliv uporabe leseno-steklenih stenskih elementov, pri katerih je steklo uporabljeno kot nosilni element. Izvedli smo dinamično analizo dveh modelov: 1. model je izveden samo iz klasičnih stenskih modelov, pri 2. modelu smo klasičnim stenskim elementom dodali še leseno-steklene stenske elemente. Dodani leseno-stekleni elementi dodatno prispevajo k togosti konstrukcije. Pri obeh 3D računskih modelih smo stenske elemente modelirali kot palične okvirje s podajno fiktivno diagonalo, s katero simuliramo togost posameznega stenskega elementa. Dobljene rezultate smo primerjali in s tem upravičili uporabo leseno-steklenih stenskih elementov. V analizi obeh objektov smo obravnavali horizontalne pomike, nihajne čase, položaj masnega in togostnega središča ter nosilnost oziroma izkoriščenost posameznih stenskih elementov. Poleg navedenega je bila izvedena tudi statična analiza elementov za prevzem vertikalne obtežbe. Statična analiza je standardna brez kakršnih koli posebnosti. Na začetku dela smo obravnavali še les kot material, leseno gradnjo v kombinaciji s steklom, steklo kot material in leseno-steklene kompozite za zagotavljanje horizontalne stabilnosti objekta.
Keywords:gradbeništvo, lesene gradnje, okvirno-panelna gradnja, nosilno steklo, statična in dinamična analiza
Place of publishing:Maribor
Place of performance:Maribor
Publisher:[T. Kralj]
Year of publishing:2022
Number of pages:1 spletni vir (1 datoteka PDF (XVI, 116 f.))
PID:20.500.12556/DKUM-83302 New window
UDC:624.011.1.04(043.2)
COBISS.SI-ID:137239043 New window
Publication date in DKUM:18.11.2022
Views:561
Downloads:135
Metadata:XML RDF-CHPDL 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:18.10.2022

Secondary language

Language:English
Title:Static and dynamic analysis of building in the center for living an activites of the elderly in municipality Hoče - Slivnica
Abstract:The master`s thesis covers load-bearing timber structures. The focus is on prefabricated constructions, more precisely on the panel-frame system. We made a static and dynamic analysis on the example of a two-story building in the center for living and activities of the elderly in the municipality Hoče - Slivnica. In the dynamic analysis we analyzed the impact of using timber-glass wall elements, where glass is used as a supporting/load-bearing element. We carried out a dynamic analysis of two models. The first model is only made from classical wall elements, whereby we added to the second model timber-glass wall elements. Additionally added timber-glass elements further contribute to the rigidity of the structure. In both 3D calculation models, the wall elements were modulated as frame trusses with a damping fictional diagonal, which simulates the stiffness of the individual wall element. We compared the results and thereby justified the use of timber-glass wall elements. In the analysis of both models we took into account horizontal displacements, oscillation data, the position of the center of mass and rigidity and the load bearing capacity or utilization of individual wall elements. We also carried out a static analysis of the elements to incur vertical loads. The static analysis is a standard protocol without any specialty. At the very start of the master`s thesis we also described wood as a material, timber structures in combination with glass, glass as a material and timber-glass composites to ensure the horizontal stability of the building.
Keywords:civil engineering, timber constructions, panel-frame system, supporting glass, static and dynamic analysis


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