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...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Croatian Association of Civil Engineers
2015-12-01
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| Series: | Građevinar |
| Online Access: | https://doi.org/10.14256/JCE.1257.2015 |
| 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. |
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| ISSN: | 0350-2465 1333-9095 |