Traditional timber frames

A.J.M. Jorissen, J. den Hamer, A.J.M. Leijten

Onderzoeksoutput: Hoofdstuk in Boek/Rapport/CongresprocedureConferentiebijdrageAcademicpeer review

61 Citaten (Scopus)
59 Downloads (Pure)


Due to new possibilities traditional timber framing has become increasingly popular since the beginning of the 21e century. Although traditional timber framing has been used for centuries, the expected mechanical behaviour is not dealt with in great detail in building codes, guidelines or text books. Especially the behaviour of connections is of great importance govern the stiffness (and stability) behaviour of traditional portal frames. A mechanical model is developed to describe and predict the behaviour of a portal frame. The stiffnesses used in this model are based on test data. The theoretical analysis is based on the work energy method
Originele taal-2Engels
TitelProceedings of the World Conference on Timber (WCTE) 2014, 10-14 August 2014, Quebec, Canada
RedacteurenA. Salenikovich
Plaats van productieQuebec City
ISBN van geprinte versie978-0-86488-559-3
StatusGepubliceerd - 2014
Evenement2014 World Conference on Timber Engineering (WCTE 2014) - Quebec City, Canada
Duur: 10 aug 201414 aug 2014


Congres2014 World Conference on Timber Engineering (WCTE 2014)
Verkorte titelWCTE 2014
StadQuebec City
AnderWorld Conference on Timber Engineering 2014


Citeer dit

Jorissen, A. J. M., den Hamer, J., & Leijten, A. J. M. (2014). Traditional timber frames. In A. Salenikovich (editor), Proceedings of the World Conference on Timber (WCTE) 2014, 10-14 August 2014, Quebec, Canada (blz. 1-9). Quebec City: FPInnovations.