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Title:Analiza stikov lesene skeletne gradnje
Authors:Prislan, Jože (Author)
Premrov, Miroslav (Mentor) More about this mentor... New window
Kozem Šilih, Erika (Co-mentor)
Štrukelj, Andrej (Co-mentor)
Files:.pdf MAG_Prislan_Joze_2018.pdf (3,94 MB)
 
Language:Slovenian
Work type:Master's thesis/paper (mb22)
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Magistrsko delo v prvem delu opisuje razvoj lesene gradnje in razvoj stikov skeletne gradnje od samega začetka do danes. V drugem delu je opisana eksperimentalna analiza izbranih stikov v leseni skeletni gradnji, izvedenih s pomočjo tradicionalnih tesarskih zvez. Dobljene rezultate smo primerjali z rezultati numerične analize, ki smo jo izvedli s programsko opremo Solidworks. Z zadovoljivim ujemanjem obeh analiz in s pomočjo numerične analize smo nato pridobili tudi količine, ki jih je z eksperimentalno analizo težko ali nemogoče izmeriti. Z vsemi pridobljenimi podatki in vedenjem smo v zadnjem delu preverili še ustreznost stikov, izvedenih s pomočjo tesarskih zvez po standardu SIST EN 1995-1:2005 na prostorskem modelu realnega lesenega skeletnega objekta.
Keywords:lesena skeletna gradnja, nosilnost tesarskih zvez, analiza napetosti, eksperimentalna in numerična analiza
Year of publishing:2018
Source:Maribor
License:CC BY 4.0
This work is available under this license: Creative Commons Attribution 4.0 International
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Downloads:19
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Categories:KTFMB - FG
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Secondary language

Language:English
Title:Analysis of joints in timber frame constructions
Abstract:In the first part, the thesis describes the development of wooden construction and development of juncture for the skeletal constructions from start until now. In the second part, i have described the experimental analysis of the selected juncture in wooden skeletal construction carried out by using traditional carpepenter connnections. The results were then compered to the numerical analysis results by using Solidworks software. When we were satisfied with both analysis, we olso gaind the quantity by using numerical analysis. The latter is difficult or impossible to achieve by using experimental analyisi. In the final part we have also checked the suitability of juncture done by carpenter connection by standard SIST EN 1995-1: 2005 on the spatial model of real wooden skeletal object.
Keywords:wooden skeleton construction, capacity of traditional carpenter conections, tension analysis, experimental and numerical analysis


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