Sažetak
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.
Ključne riječi
progressive collapse; glulam timber truss; robustness