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Review article

https://doi.org/10.14256/JCE.1257.2015

Use of component method in the analysis of timber-steel connections

Alfonsas Daniūnas
Tomas Gečys


Full text: croatian pdf 752 Kb

page 1087-1092

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Full text: english pdf 740 Kb

page 1087-1092

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Abstract

The use of component method for determining the moment resistance of an innovative beam-to-beam timber-steel connection is presented in the paper. The calculation of resistance of steel components is conducted based on EN 1993-1-8. The resistance of timber components is determined according to EN 1995-1-1, and based on the full-scale laboratory experiments and the finite element modelling results. The developed moment resistance calculation model, based on the component method, is well in line with the full-scale experimental and finite element modelling results.

Keywords

timber-steel connection; moment resistance of connection; component method

Hrčak ID:

149516

URI

https://hrcak.srce.hr/149516

Publication date:

14.12.2015.

Article data in other languages: croatian

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