References
- Bengtsson C., & Fonselius M. (2003). Settings for strength grading machines – Evaluation of the procedure according to prEN 14081, part 2. Proceedings of the 36th Meeting, International Council for Research and Innovation in Building and Construction, Working Commission W18 – Timber Structures, CIB-W18, Paper No. 36-5-1, Colorado, USA.
- EN 14081. (2005). Timber structures – Strength graded structural timber with rectangular cross section. Brussels: Comité Européen de Normalisation.
- EN 338. (2003). Structural timber – Strength classes. Brussels: Comité Européen de Normalisation.
- EN 384. (2003). Structural timber – Determination of characteristic values of mechanical properties and density. Brussels: Comité Européen de Normalisation.
- Köhler J. (2006). Reliability of timber structures (Dissertation ETH No. 16378). Swiss Federal Institute of Technology, Zurich, Switzerland.
- Köhler J., & Steiger R. (2006). A discussion on the control of grading machine settings – Current approach, potential and outlook. Proceedings of the 36th Meeting, International Council for Research and Innovation in Building and Construction, Working Commission W18 – Timber Structures, CIB-W18, Paper No. 39-5-1, Florence, Italy.
- Reuling, D., Lanvin, J. D., & Rouger, F. (2008). Homologation des machines de classement des bois pour la résistance. Colloque sur le classement structure des sciages par machine (pp. 24–39). France: Dompierre les Ormes.
- Roblot , G. , Coudegnat , D. , Bleron , L. and Collet , R. 2008 . Evaluation of the visual stress grading standard on French spruce (Picea excelsa) and Douglas-fir (Pseudotsuga menziesii) sawn timber . Annals of Forest Science , 65 : 4
- Rouger, F. (1996). Application of a modified statistical segmentation method to timber machine strength grading. Wood Fiber Science, 28, 438–449.
- Rouger, F. (1997). A new statistical method for the establishment of machine settings. Proceedings of the 30th Meeting, International Council for Research and Innovation in Building and Construction, Working Commission W18 – Timber Structures, CIB-W18, Paper No. 30-17-1, Vancouver, Canada.