Analiza stikov lesene skeletne gradnje

magistrsko delo

Jože Prislan (Author), Miroslav Premrov (Mentor), Erika Kozem Šilih (Co-mentor), Andrej Štrukelj (Co-mentor)

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 naliza;magistrske naloge;

Data

Language:	Slovenian
Year of publishing:	2018
Typology:	2.09 - Master's Thesis
Organization:	UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher:	[J. Prislan]
UDC:	624.011.1.04(043.2)
COBISS:	21671958
Views:	989
Downloads:	143
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Analysis of joints in timber frame constructions
Secondary 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.
Secondary keywords:	wooden skeleton construction;capacity of traditional carpenter connections;tension analysis;experimental and numerical analysis;
URN:	URN:SI:UM:
Type (COBISS):	Master's thesis/paper
Thesis comment:	Univ. v Mariboru, Fak. za gradbeništvo, prometno inženirstvo in arhitekturo, Gradbeništvo
Pages:	XVI, [134] str.
ID:	10933722