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Title:Vplivnice
Authors:ID Hribernik, Urban (Author)
ID Kuhta, Milan (Mentor) More about this mentor... New window
ID Brunčič, Ana (Comentor)
Files:.pdf VS_Hribernik_Urban_2018.pdf (2,59 MB)
MD5: 4EE5F636A0151573475A403E83391600
PID: 20.500.12556/dkum/a20a4442-3082-44a1-8d6d-be8821578c52
 
Language:Slovenian
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Diplomsko delo podrobneje obravnava vplivnice, črte, ki so pomembne za določanje položaja premične obtežbe, ki na konstrukciji povzroča najbolj neugodne obremenitve. Predstavljena je teorija določanja in iskanja vplivnic ter prometna obtežba na mostovih. Na praktičnem primeru je izvedena analiza kontinuirnega nosilca, s katero je določeno število polj kontinuirnega nosilca, ki še imajo bistveni vpliv na merodajne vrednosti iskanih obremenitev (notranjih statičnih količin). Analiza je izvedena z računalniškima programoma Sofistik in Tower. S pomočjo vplivnic in računalniškega programa Tower so določene notranje statične količine, ki jih povzroča prometna obtežba.
Keywords:vplivnice, kontinuirni nosilec, prometna obtežba
Place of publishing:Maribor
Publisher:[U. Hribernik]
Year of publishing:2018
PID:20.500.12556/DKUM-71962 New window
UDC:624.041.63(043.2)
COBISS.SI-ID:21988118 New window
NUK URN:URN:SI:UM:DK:K0YJZYLC
Publication date in DKUM:18.09.2018
Views:2142
Downloads:285
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:05.09.2018

Secondary language

Language:English
Title:Influence lines
Abstract:This thesis discusses a detailed study of influence lines, lines, which are important for identifying the position of the movable load that causes the most unfavourable loads on a construction. The theory of identifying and searching for influence lines as well as traffic loads on bridges is presented. A practical example was used to perform an analysis of a continuous beam, which helps determine the number of fields in a continuous beam, which still affect the relevant values of the searched for loads (internal static values). The analysis was performed using the Sofistik and Tower software. The internal static values caused by the traffic load are determined with the help of the influence lines and the Tower software.
Keywords:Influence lines, continuous beam, traffic loads


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