Građevinar, Vol. 67 No. 11., 2015.
Pregledni rad
https://doi.org/10.14256/JCE.1257.2015
Use of component method in the analysis of timber-steel connections
Alfonsas Daniūnas
Tomas Gečys
Sažetak
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.
Ključne riječi
timber-steel connection; moment resistance of connection; component method
Hrčak ID:
149516
URI
Datum izdavanja:
14.12.2015.
Posjeta: 1.652 *