C. Piquet, Les ressources, l'économie et les perspectives de la construction bois en France, Proceedings of Forum International Bois Construction, 2014.

J. Tarragon, La charpente bois de la Cité des Civilisations du Vin, Proceedings of Forum International Bois Construction, 2014.

R. B. Abrahamsen and K. A. Malo, Structural design and assembly of 'Treet' a 14 storey timber residential building in Norway, Proceedings of World Conference on Timber Engineering, 2014.

A. and N. En, Structures en bois -Bois lamellé collé et bois massif reconstitué - Exigences, 2013.

A. and N. En, 1-1 : EC 5 -Eurocode 5 : Calcul des structures en bois -Partie 1-1: Règles générales et règles pour les bâtiments, 1995.

A. Règles and C. , Règle de calcul et de conception des charpentes en bois, 1975.

L. Bléron, L. Cabaton, and E. Sauvignet, Compression transversale du lamellé-collé

L. Bigorgne, Mécanique et mécanismes de rupture dans le plan transverse du bois résineux, INSA de Lyon, 2011.

A. and N. En, Structures en bois -Bois massif et bois lamellé-collé -Détermination de certaines propriétés physiques et mécaniques, 2012.

F. Kollmann and J. W. Cote, Principles of wood science and technology, 1968.

M. Poussa, P. Tukiainen, and A. Ranta-maunus, Experimental study of compression and shear strength of spruce timber, Proceedings of International Council for Building Research and Innovation Working 18, pp.40-46, 2007.

A. and N. En, Bois de structure -Classes de résistance, 2003.

G. Pluvinage, La rupture du bois et ses composites, Cepadues, 1992.

L. J. Gibson and M. F. Ashby, Cellular solids. Structure and properties, 1988.
DOI : 10.1017/cbo9781139878326

P. Hoffmeyer, L. Damkilde, and T. N. Pedersen, Structural timber and glulam in compression perpendicular to grain, Holz als Roh- und Werkstoff, vol.58, issue.1-2, pp.73-80, 2000.
DOI : 10.1007/s001070050390

H. J. Blass and R. Görlacher, Compression perpendicular to the grain, Proceedings of World Conference on Timber Engineering, 2004.

T. Bogensperger, M. Augustin, and G. Schickhofer, Properties of CLT Panels exposed to compression perpendicular to their plane, Proceedings of International Council for Building Research and Innovation Working 18, pp.44-56, 2011.

P. Glos and J. Denzler, Characteristic shear strength values based on tests according to EN 1993, Proceedings of International Council for Building Research and Innovation Working 18, pp.36-42, 2003.

J. K. Denzler and P. Glos, Determination of shear strength values according to EN 408, Materials and Structures, vol.40, issue.1, pp.79-86, 2007.
DOI : 10.1617/s11527-006-9199-4

O. Krüger and H. J. Blass, Schubverstärkung von Holz mit Holzschrauben und Gewindestangen, 2010.

R. L. Hankinson, Investigation of crushing strength of spruce at varying angles of grain, Air Service Information Circular No. 259, 1921.

F. Kollmann, Technology of wood and wood based materials, 1951.

A. Reiterer and E. Stefanie, Compressive behaviour of softwood under uniaxial loading at different orientations to the grain, Mechanics of Materials, vol.33, issue.12, pp.705-715, 2001.
DOI : 10.1016/S0167-6636(01)00086-2

R. Spengler, Festigkeitsverhalten von Brettschichtholz unter zweiachsiger Beanspruchung, Teil 1 -Ermittlung des Festigkeitsverhaltens von Brettelementen aus Fichte durch Versuche

A. and N. En, Structures en bois -Bois lamellé-collé -Classe de résistance et détermination de valeurs caractéristiques, 1194.

E. Suensson, Zulässiger Druck auf Querholz Holz als Roh-und Werkstoff, pp.213-216, 1938.

R. H. Kunesh, Strength and elastic properties of wood in transverse compression, Forest products journal, vol.18, issue.1, pp.65-72, 1968.

U. Korin, Timber in compression perpendicular to the grain, Proceedings of International Council for Building Research and Innovation Working 18, pp.23-29, 1990.

B. Madsen, Structural behavior of timber, Timber Engineering Ltd, 1992.

P. J. Pellicane, J. Bodig, and A. Mrema, Behavior of wood in transverse compression, Journal of Testing and Evaluation, vol.22, issue.4, pp.383-387, 1994.

G. S. Frater and S. Thelandersson, Bearing performance of dimensioned lumber in a flatform frame an experimental study, Lund Institute of Technology, p.7053, 1996.

E. Gehri, Timber in compression perpendicular to the grain, Proceedings of International Union of Forest Research Organinizations, pp.16-22, 1997.

R. H. Leicester, H. Fordham, and H. Breitinger, Bearing strength of timber beams, Proceedings of International Council for Building Research and Innovation Working 18, pp.31-37, 1998.

A. Martensson, Bearing performance of timber, Lund Institute of Technology, 1998.

F. Colling, Erhöhung der Querdruckfestigkeit von Holtz mittels selbstschneidenden Holzschrauben, 2000.

. Riberholt, Compression perpendicular to the grain of wood, 2000.

P. Carole, Compression Perpendicular to the Grain, Lund Institute of Technology, 2001.

C. T. Basta, Characterizing Perpendicular-to-grain Compression in Wood Construction Applications, 2005.

S. Franke and P. Quenneville, The material behaviour of radiata pine under compression, New Zealand Timber Design Journal, vol.18, issue.3, pp.13-18, 2010.

A. Jorissen, A. J. Leijten, and B. J. De-leijer, The bearing strength of timber beams on discrete supports, Proceedings of International Council for Building Research and Innovation Working 18, 2010.

A. J. Leijten and A. J. Jorissen, Global test standards and code design rules for compressive strength perpendicular to grain, Proceedings of World Conference on Timber Engineering, 2010.

A. J. Leijten, S. Franke, P. Quenneville, and R. Gupta, Bearing Strength Capacity of Continuous Supported Timber Beams: Unified Approach for Test Methods and Structural Design Codes, Journal of Structural Engineering, vol.138, issue.2, pp.266-272, 2012.
DOI : 10.1061/(ASCE)ST.1943-541X.0000454

H. A. Kathem, H. Tajdar, and K. Arman, Compression perpendicular to grain in timber, Linneuniversitetet Institutionen för teknik, 2014.

L. Levé, R. Maderebner, and M. Flach, Investigations of the compression strength perpendicular to the grain of spruce wood depending on the loading situation and comparisons with current standards, Proceedings of International Wood Engineering Conference, 2014.

L. Bléron, L. Cabaton, and E. Sauvignet, Compression perpendicular at the grain, Mechanical tests -Modelling, Proceedings of Congrès Français Mécaniques, 2009.

M. Augustin, A. Ruli, R. Brandner, and G. Schickhofer, Behavior of glulam in compression perpendicular to grain in different strength grades and load configurations, Proceedings of International Council for Building Research and Innovation Working 18, pp.39-51, 2006.

M. Reichegger, Compression perpendicular to the grain in structural elements according to the new standard proposal, 2004.

D. Ed and F. Hasselqvist, Timber compression strength perpendicular to the grain, Lund Institute of Technology, 2011.

M. Mähr, Querdruckarmierung mit selbstbohrenden Schrauben, Fachhochschule Liechtenstein, 2002.

A. J. Leijten, A. J. Jorissen, and B. J. De-leijer, The local bearing capacity perpendicular to grain of structural timber elements, Construction and Building Materials, vol.27, issue.1, pp.54-59, 2012.
DOI : 10.1016/j.conbuildmat.2011.07.022

A. J. Leijten, B. J. De-leijer, and A. J. Jorissen, The perpendicular to grain compressive behaviour of timber beams, Proceedings of World Conference on Timber Engineering, 2012.

S. Formolo and R. Granström, Compression perpendicular to the grain and reinforcement of a pre-stressed timber deck, 2007.

K. Nilsson, Reinforcement of wood by screws loaded perpendicular to the grain, 2002.

I. Bejtka, Verstärkung von Bauteilen aus holz mit vollgewindeschrauben, 2005.

I. Bejtka and H. J. Blass, Self-tapping screws as reinforcements in beam supports, Proceedings of International Council for Building Research and Innovation Working 18, pp.39-46, 2006.

H. J. Blass and I. Bejtka, Reinforcements perpendicular to the grain using self-tapping screws, Proceedings of World Conference on Timber Engineering, 2004.

A. and N. En, 1-1 : EC 5 -Eurocode 5 : Calcul des structures en bois -Partie 1-1: Règles générales et règles pour les bâtiments, 1995.

B. Madsen, Behaviour of timber connections, Canadian Journal of Civil Engineering, vol.28, issue.3, 2000.
DOI : 10.1139/l01-016

D. Schoenmakers, Bearing behaviour perpendicular to grain of dowel type fasteners, 2008.

A. and N. En, 1-1-A1 : EC 5 -Eurocode 5 : Calcul des structures en bois -Partie 1-1: Règles générales et règles pour les bâtiments, 1995.

J. Jacob and O. L. Barragan, Flexural Strengthening of Glued Laminated Timber Beams with Steel and Carbon Fiber Reinforced Polymers, 2007.

M. Fawwaz and A. Hanna, Structural behavior of notched glulam beams reinforced by means of plywood and FRP, Institutionen för teknik Linnéuniversitetet, 2012.

P. Mestek and S. Winter, Cross Laminated Timber (CLT)?Reinforcements with Self-Tapping Screws, Proceedings of World Conference on Timber Engineering, 2010.

P. Mestek, H. Kreuzinger, and S. Winter, Design concept for CLT Reinforced with seft tapping screws, Proceedings of International Council for Building Research and Innovation Working 18, pp.44-51, 2011.

M. Trautz and C. Koj, Self-tapping screws as reinforcement for timber structures, Proceedings of the International Association for Shell and Spatial Structures, 2009.

A. Kevarinmäki, Capacity of support areas reinforced with nail plates in trussed rafters, Proceedings of International Council for Building Research and Innovation Working 18, pp.24-38, 1991.

S. Intec, European technical approval -ETA-12/0062 SFS self-tapping screws WR

S. Intec, European technical approval -ETA-12/0063 SFS self-tapping screws WT

G. Pirnbacher, R. Brandner, and G. Schickhofer, Base parameters of self-tapping screws, Proceedings of International Council for Building Research and Innovation Working 18, pp.42-49, 2009.

P. Racher, Synthèse des acquis scientifiques et caractéristiques d'emploi des vis d'assemblages WT, 2003.

A. and N. En, 1-1 : EC3 -Eurocode 3 : Calcul des structures en acier -Partie 1-1 : Règles générales et règles pour les bâtiments, 1993.

A. and N. En, Structure en bois Assemblages réalisés avec des éléments de fixation - Principes généraux pour la détermination des caractéristiques de résistance et de déformation, 1991.

M. Sutton, W. Wolters, W. H. Peters, W. F. Ranson, and S. R. Mcneil, Determination of displacements using an improved digital correlation method, Proceedings of Image and Vision Computating, pp.133-139, 1983.
DOI : 10.1016/0262-8856(83)90064-1

M. A. Sutton, M. Q. Cheng, W. H. Peters, Y. J. Chao, and S. R. Mcneil, Application of an optimized digital correlation method to planar deformation analysis, Proceedings of Image and Vision Computating, pp.143-151, 1986.
DOI : 10.1016/0262-8856(86)90057-0

M. Sutton, S. R. Mcneil, J. Jang, and M. Babai, Effects Of Subpixel Image Restoration On Digital Correlation Error Estimates, Optical Engineering, vol.27, issue.10, pp.870-877, 1988.
DOI : 10.1117/12.7976778

R. Gupta and A. Sinha, Effect of grain angle on shear strength of Douglas-fir wood, Holzforschung, vol.66, issue.5, 2012.
DOI : 10.1515/hf-2011-0031

A. and N. En, Structures en bois -Méthodes d'essai -Résistance à l'arrachement dans le bois d'éléments de fixation, 1382.

H. Stamatopoulos and K. A. Malo, Withdrawal of axially loaded connectors from timber elements -Theory and validation, Proceedings of World Conference on Timber Engineering, 2014.

L. Euler, Methodus inveniendi lineas curvas maximi minimive proprietate gaudentes (appendix, de curvis elasticis)., Lausane und Genf, 1744.