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

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
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spelling doaj-20b8abc9fcaa46089aa90383d0bd3ef02020-11-24T21:48:25ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952015-12-016711.1087109210.14256/JCE.1257.2015149516Use of component method in the analysis of timber-steel connectionsAlfonsas DaniūnasTomas GečysThe 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.https://doi.org/10.14256/JCE.1257.2015
collection DOAJ
language English
format Article
sources DOAJ
author Alfonsas Daniūnas
Tomas Gečys
spellingShingle Alfonsas Daniūnas
Tomas Gečys
Use of component method in the analysis of timber-steel connections
Građevinar
author_facet Alfonsas Daniūnas
Tomas Gečys
author_sort Alfonsas Daniūnas
title Use of component method in the analysis of timber-steel connections
title_short Use of component method in the analysis of timber-steel connections
title_full Use of component method in the analysis of timber-steel connections
title_fullStr Use of component method in the analysis of timber-steel connections
title_full_unstemmed Use of component method in the analysis of timber-steel connections
title_sort use of component method in the analysis of timber-steel connections
publisher Croatian Association of Civil Engineers
series Građevinar
issn 0350-2465
1333-9095
publishDate 2015-12-01
description 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.
url https://doi.org/10.14256/JCE.1257.2015
work_keys_str_mv AT alfonsasdaniunas useofcomponentmethodintheanalysisoftimbersteelconnections
AT tomasgecys useofcomponentmethodintheanalysisoftimbersteelconnections
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