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Robustness analysis of a timber structure with ductile behaviour in compression (CROSBI ID 584077)

Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija

Čizmar, Dean ; Sørensen, John Daalsgaard ; Kirkegaard, Poul Henning ; Rajčić, Vlatka Robustness analysis of a timber structure with ductile behaviour in compression // Proceedings of the Final Conference of COST Action TU0601 / Faber. Michael ; Narasimhan, Harikrishna ; Sørensen. John et al. (ur.). 2011. str. 17-33

Podaci o odgovornosti

Čizmar, Dean ; Sørensen, John Daalsgaard ; Kirkegaard, Poul Henning ; Rajčić, Vlatka

engleski

Robustness analysis of a timber structure with ductile behaviour in compression

This paper presents a probabilistic approach for structural robustness assessment for a timber structure built a few years ago. The robustness analysis is based on a structural reliability based framework for robustness assessment. The complex timber structure with a large number of failure modes is modelled by only a few dominant failure modes. A component based robustness analysis is performed based on reliability indices of remaining elements after assumed failure of selected critical elements. Two different approaches are used ; first failure of elements is assumed to be brittle and second where material ductility of timber is taken into account. The robustness is expressed and evaluated by a robustness index.

Robustness of structures; Probabilistic Methods; Timber truss structure; Ductility

This paper presents a probabilistic approach for structural robustness assessment for a timber structure built a few years ago. The robustness analysis is based on a structural reliability based framework for robustness assessment. The complex timber structure with a large number of failure modes is modelled by only a few dominant failure modes. A component based robustness analysis is performed based on reliability indices of remaining elements after assumed failure of selected critical elements. Two different approaches are used ; first failure of elements is assumed to be brittle and second where material ductility of timber is taken into account. The robustness is expressed and evaluated by a robustness index.

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Podaci o prilogu

17-33.

2011.

objavljeno

Podaci o matičnoj publikaciji

Faber. Michael ; Narasimhan, Harikrishna ; Sørensen. John ; Vrouwenvelder, Ton ; Chryssanthopoulos, Marios

Podaci o skupu

Robustness of Structures - Final Conference

predavanje

01.01.2011-01.01.2011

Prag, Češka Republika

Povezanost rada

Građevinarstvo