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Published: Građevinar 67 (2015) 11
Paper type: Subject review
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Use of component method in the analysis of timber-steel connections

Alfonsas Daniūnas, Tomas Gečys

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 the connection, component method

HOW TO CITE THIS ARTICLE:

Daniūnas, A., Gečys, T.: Use of component method in the analysis of timber-steel connections, GRAĐEVINAR, 67 (2015) 11, pp. 1087-1092, doi: https://doi.org/10.14256/JCE.1257.2015

OR:

Daniūnas, A., Gečys, T. (2015). Use of component method in the analysis of timber-steel connections, GRAĐEVINAR, 67 (11), 1087-1092, doi: https://doi.org/10.14256/JCE.1257.2015

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
Daniunas WEB
Alfonsas Daniūnas
Vilnius Gediminas Ttechnical University, Lithuania
Gecys WEB
Tomas Gečys
Vilnius Gediminas Technical University
Lithuania