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Title:Analiza vplivov in primerjava matematičnih modelov na primeru aktivne hiše Jelovica : diplomsko delo
Authors:Rantaša, Tomo (Author)
Kozem Šilih, Erika (Mentor) More about this mentor... New window
Ber, Boštjan (Co-mentor)
Files:.pdf VS_Rantasa_Tomo_2020.pdf (6,92 MB)
MD5: 7351651A8EB0B85E2826035D075452B1
 
Language:Slovenian
Work type:Bachelor thesis/paper (mb11)
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:V zaključnem delu je prikazana analiza vplivov, ki delujejo na konstrukcijo, ter računalniški model konstrukcije z nadomestno diagonalo in nadomestno debelino. Izračunana je lastna, stalna, koristna, vetrna, snežna in potresna obtežba. Prav tako je izračunana togost sten in celotne konstrukcije. Zatem smo s pomočjo programa Tower 7 izvedli modalno analizo konstrukcije na dva načina – z nadomestno diagonalo in nadomestno debelino. Dobljene rezultate smo podali v tabeli in v zaključku podali sklep ter smernice.
Keywords:gradbeništvo, lesene konstrukcije, okvirno-panelni sistem, numerična analiza, modeliranje, sidranje
Year of publishing:2020
Place of performance:Maribor
Publisher:[T. Rantaša]
Number of pages:XIII, 68 str.
Source:Maribor
UDC:624.011.1.04:519.6(043.2)
COBISS_ID:22140675 New window
NUK URN:URN:SI:UM:DK:KDOKYOFI
Views:303
Downloads:52
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:30.03.2020

Secondary language

Language:English
Title:Load analysis and comparison of mathematical models on a case of active house Jelovica
Abstract:The conclusion presents the analysis of the effects, which influence the construction, as well as the computer model of the construction with an alternative diagonal and alternative thickness. The dead, imposed, wind, snow and earthquake loads have been calculated, along with the wall stiffness and the stiffness of the construction as a whole. Subsequently, the modal analysis of the construction has been made with the help of Tower 7 programme. Moreover, the analysis has been made two different ways – with the alternative diagonal and the alternative thickness – and the results can be found displayed in the table. As a closure, certain guidelines have been added, along with the crucial findings.
Keywords:civil engineering, timber structures, frame-panel system, numerical analysis, modeling, anchoring


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