A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Wood Load-Carrying Capacity of Timber Connections: An Extended Application for Nails and Screws
The wood engineering community has dedicated a significant amount of effort over the last decades to establish a reliable predictive model for the load-carrying capacity of timber connections under wood failure mechanisms. Test results from various sources (Foschi and Longworth 1975; Johnsson 2003; Quenneville and Mohammad 2000; Stahl et al. 2004; Zarnani and Quenneville 2012a) demonstrate that for multi-fastener connections, failure of wood can be the dominant mode.
Wood Load-Carrying Capacity of Timber Connections: An Extended Application for Nails and Screws
The wood engineering community has dedicated a significant amount of effort over the last decades to establish a reliable predictive model for the load-carrying capacity of timber connections under wood failure mechanisms. Test results from various sources (Foschi and Longworth 1975; Johnsson 2003; Quenneville and Mohammad 2000; Stahl et al. 2004; Zarnani and Quenneville 2012a) demonstrate that for multi-fastener connections, failure of wood can be the dominant mode.
Wood Load-Carrying Capacity of Timber Connections: An Extended Application for Nails and Screws
RILEM Bookseries
Aicher, Simon (editor) / Reinhardt, H.-W. (editor) / Garrecht, Harald (editor) / Zarnani, Pouyan (author) / Quenneville, Pierre (author)
Materials and Joints in Timber Structures ; Chapter: 16 ; 167-179
RILEM Bookseries ; 9
2014-01-01
13 pages
Article/Chapter (Book)
Electronic Resource
English
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