Robustness analysis of big span glulam truss structure (CROSBI ID 561139)
Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Rajčić, Vlatka ; Čizmar, Dean ; Kirkegaard, Poul Henning ; Sørensen, John Dalsgaard ;
engleski
Robustness analysis of big span glulam truss structure
A progressive collapse of a building is defined as a catastrophic partial or total failure that starts from local damage, caused by a certain event, that can’t be absorbed by the structural system itself. In this paper an overview of principles, provisions and methods are given based on the codes (Eurocode 0 &1, Probabilistic model code etc.) Based on a project of big span glulam truss structure, build in Croatia few years ago, a probabilistic model is made with four failure elements. Reliability analysis of components is conducted and based on this a robustness analysis is preformed. It can be concluded that the structure can be considered to behave robust.
progressive collapse; glulam timber truss; robustness
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Podaci o prilogu
458-465.
2010.
objavljeno
Podaci o matičnoj publikaciji
Structures and arhitecture
Cruz, P.
London : Delhi: CRC Press
978-0-415-49249-2
Podaci o skupu
International Conference on Structures & Architecture
predavanje
21.07.2010-23.07.2010
Guimarães, Portugal