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

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 19...

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Bibliographic Details
Main Authors: Alfonsas Daniūnas, Tomas Gečys
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2015-12-01
Series:Građevinar
Online Access:https://doi.org/10.14256/JCE.1257.2015
Description
Summary: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.
ISSN:0350-2465
1333-9095