Reliability analysis of a glulam beam
The present case study is an example of the use of reliability analysis to asses the failure probability of a tapered glulam beam. This beam is part of a true structure built for a super market in the town of Kokemaki in Finland. The reliability analysis is carried out using the snow load statistics available from the site and on material strength information available from previous experiments. The Eurocode 5 and the Finnish building code are used as the deterministic methods to which the probabilistic method is compared to. The calculations show that the effect of the strength variation is not significant, when the coefficient of variation of the strength is around 15% as usually assumed for glulam. The probability of failure resulting from a deterministic design based on Eurocode 5 is low compared to the target values and lower sections are possible if applying a probabilistic design method. In fire design, if a 60 min resistance is required, this is not the case according to Eurocode 5 design procedures, a higher section would be required. However, a probabilistic based fire analysis results in bounds for the yearly probability of failure which are comparable to the target value and to the values obtained from the normal probabilistic based design. (C) 2006 Elsevier Ltd. All rights reserved.
reliability
Eurocode
design
glulam
fire
zanesljivost
Evrokod
projektiranje
lepilo
požar
true
false
false
Elsevier
Angleški jezik
Angleški jezik
Neznano
2015-07-10 10:18:09
2015-07-10 10:18:09
2017-04-30 11:08:17
0000-00-00 00:00:00
2007
0
0
str. 279-293
št. 4
Letn. 29
2007
0000-00-00
NiDoloceno
NiDoloceno
NiDoloceno
006(4):614.84:624.072.2
0167-4730
10.1016/j.strusafe.2006.07.011
3588961
6691333
http://drugg.fgg.uni-lj.si/3370/
https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=32627
Reliability_analysis_of_a_glulam_beam_n.pdf
Reliability_analysis_of_a_glulam_beam_n.pdf
https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=98004
Fakulteta za gradbeništvo in geodezijo