Robustness Analysis of Timber Truss Structure

Vlatka Rajčić; Dean Čizmar; Poul Henning Kirkegaard; John Dalsgaard Sørensen

Robustness Analysis of Timber Truss Structure

Vlatka Rajčić, Dean Čizmar, Poul Henning Kirkegaard, John Dalsgaard Sørensen

Sektionen for Konstruktioner, Geoteknik og Risiko

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

7 Citationer (Scopus)

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Abstract

The present paper discusses robustness of structures in general and the robustness requirements given in the codes. Robustness of timber structures is also an issues as this is closely related to Working group 3 (Robustness of systems) of the COST E55 project. Finally, an example of a robustness evaluation of a widespan timber truss structure is presented. This structure was built few years ago near Zagreb and has a span of 45m. Reliability analysis of the main members and the system is conducted and based on this a robustness analysis is preformed.

Originalsprog	Engelsk
Titel	WCTE 2010 The Proceedings of the World Conference on Timber Engineering : June 20-24, 2010, Riva del Garda, Trentino, Italy
Antal sider	8
Forlag	The World Conference on Timber Engineering (WCTE 2010)
Publikationsdato	2010
Status	Udgivet - 2010
Begivenhed	The World Conference on Timber Engineering (WCTE 2010) - Trentino, Italien Varighed: 20 jun. 2010 → 24 jun. 2010

Konference

Konference	The World Conference on Timber Engineering (WCTE 2010)
Land/Område	Italien
By	Trentino
Periode	20/06/2010 → 24/06/2010

Emneord

Robustness
Reliability
Probabilistic
Timber Truss Structure

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Robustness Analysis of Timber Truss StructureForlagets udgivne version, 760 KB

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title = "Robustness Analysis of Timber Truss Structure",

abstract = "The present paper discusses robustness of structures in general and the robustness requirements given in the codes. Robustness of timber structures is also an issues as this is closely related to Working group 3 (Robustness of systems) of the COST E55 project. Finally, an example of a robustness evaluation of a widespan timber truss structure is presented. This structure was built few years ago near Zagreb and has a span of 45m. Reliability analysis of the main members and the system is conducted and based on this a robustness analysis is preformed.",

keywords = "Robustness, Reliability, Probabilistic, Timber Truss Structure, Robustness, Reliability, Probabilistic, Timber Truss Structure",

author = "Vlatka Raj{\v c}i{\'c} and Dean {\v C}izmar and Kirkegaard, {Poul Henning} and S{\o}rensen, {John Dalsgaard}",

year = "2010",

language = "English",

booktitle = "WCTE 2010 The Proceedings of the World Conference on Timber Engineering",

publisher = "The World Conference on Timber Engineering (WCTE 2010)",

note = "The World Conference on Timber Engineering (WCTE 2010) ; Conference date: 20-06-2010 Through 24-06-2010",

}

Rajčić, V, Čizmar, D, Kirkegaard, PH & Sørensen, JD 2010, Robustness Analysis of Timber Truss Structure. i WCTE 2010 The Proceedings of the World Conference on Timber Engineering: June 20-24, 2010, Riva del Garda, Trentino, Italy. The World Conference on Timber Engineering (WCTE 2010), The World Conference on Timber Engineering (WCTE 2010), Trentino, Italien, 20/06/2010.

Robustness Analysis of Timber Truss Structure. / Rajčić, Vlatka; Čizmar, Dean; Kirkegaard, Poul Henning et al.
WCTE 2010 The Proceedings of the World Conference on Timber Engineering: June 20-24, 2010, Riva del Garda, Trentino, Italy. The World Conference on Timber Engineering (WCTE 2010), 2010.

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

TY - GEN

T1 - Robustness Analysis of Timber Truss Structure

AU - Rajčić, Vlatka

AU - Čizmar, Dean

AU - Kirkegaard, Poul Henning

AU - Sørensen, John Dalsgaard

PY - 2010

Y1 - 2010

N2 - The present paper discusses robustness of structures in general and the robustness requirements given in the codes. Robustness of timber structures is also an issues as this is closely related to Working group 3 (Robustness of systems) of the COST E55 project. Finally, an example of a robustness evaluation of a widespan timber truss structure is presented. This structure was built few years ago near Zagreb and has a span of 45m. Reliability analysis of the main members and the system is conducted and based on this a robustness analysis is preformed.

AB - The present paper discusses robustness of structures in general and the robustness requirements given in the codes. Robustness of timber structures is also an issues as this is closely related to Working group 3 (Robustness of systems) of the COST E55 project. Finally, an example of a robustness evaluation of a widespan timber truss structure is presented. This structure was built few years ago near Zagreb and has a span of 45m. Reliability analysis of the main members and the system is conducted and based on this a robustness analysis is preformed.

KW - Robustness

KW - Reliability

KW - Probabilistic

KW - Timber Truss Structure

KW - Robustness

KW - Reliability

KW - Probabilistic

KW - Timber Truss Structure

M3 - Article in proceeding

BT - WCTE 2010 The Proceedings of the World Conference on Timber Engineering

PB - The World Conference on Timber Engineering (WCTE 2010)

T2 - The World Conference on Timber Engineering (WCTE 2010)

Y2 - 20 June 2010 through 24 June 2010

ER -

Robustness Analysis of Timber Truss Structure

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