Tehničko veleučilište u Zagrebu · Zagreb

Robustness analysis of big span glulam truss structure

izvorni znanstveni rad

izvorni znanstveni rad

Robustness analysis of big span glulam truss structure

Vrsta prilog sa skupa (u zborniku)
Tip izvorni znanstveni rad
Godina 2010
Nadređena publikacija Structures and arhitecture
Stranice str. 458-465
Status objavljeno

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