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Reliability of high performance steel-concrete composite beams - A parametric study (CROSBI ID 589289)

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

Androić, Boris ; Dujmović, Darko ; Lukačević, Ivan Reliability of high performance steel-concrete composite beams - A parametric study // Nordic Steel Construction Conference 2012 - Proceedings / Larsen, Per K. (ur.). Oslo: Norwegian Steel Association, 2012. str. 713-722

Podaci o odgovornosti

Androić, Boris ; Dujmović, Darko ; Lukačević, Ivan

engleski

Reliability of high performance steel-concrete composite beams - A parametric study

The paper deals with a parametric study of composite beams made of the high performance steel (HPS) to verify their reliability level according to EN 1990. Parametric studies on composite beams can provide only relative representations of certain advantages of using HPS. However, these advantages can be accepted only in case of confirmation of the reliability level of composite beams, which is achieved by probabilistic methods. To allow the application of HPS in EN 1994-1-1, it is necessary to conduct laboratory tests on a large number of specimens. One of the motivations for this paper is parametric probabilistic analysis which can provide guidance for the development of specimen types for these tests.

reliability; high performance steel; composite beams

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Podaci o prilogu

713-722.

2012.

objavljeno

Podaci o matičnoj publikaciji

Nordic Steel Construction Conference 2012 - Proceedings

Larsen, Per K.

Oslo: Norwegian Steel Association

978-82-91466-12-5

Podaci o skupu

Nordic Steel Construction Conference 2012

predavanje

05.09.2012-07.09.2012

Oslo, Norveška

Povezanost rada

Građevinarstvo