- Page 1 and 2: CONTENT 2.1 COMPRESSION PERPENDICUL
- Page 3 and 4: 23-12-4 H Riberholt, J Ehlbeck, A F
- Page 5: 30-17-1 F Rouger A new statistical
- Page 9 and 10: 2.1 COMPRESSION PERPENDICULAR TO GR
- Page 11 and 12: for solid sawn lumber and glulam ha
- Page 13 and 14: The discussion is supplemented by t
- Page 15 and 16: Figure 3. Load-deformation curves f
- Page 17 and 18: The results indicate a clear affini
- Page 19 and 20: which has been already mentioned ab
- Page 21 and 22: served when testing whole CLT panel
- Page 23 and 24: 2) The mechano-sorptive effects in
- Page 25 and 26: and codified; optimised strategies
- Page 27 and 28: 36-11-1 R H Leicester, C H Wang, M
- Page 29 and 30: For handling of moisture effects in
- Page 31 and 32: - The short-term tests had a mean m
- Page 33 and 34: criteria, they may offer decisively
- Page 35 and 36: Conclusion The relation between the
- Page 37 and 38: the laminations were determined and
- Page 39 and 40: 27-12-3 E Serrano, H J Larsen Influ
- Page 41 and 42: shear stress offered by competing s
- Page 43 and 44: e alarmed when a significant check
- Page 45 and 46: Measurement of shear deflections du
- Page 47 and 48: 41-12-2 M Frese, H J Blass Bending
- Page 49 and 50: tures". The Centre Technique du Boi
- Page 51 and 52: By setting γG = γQ1 = γQ2 = …
- Page 53 and 54: ment. For instance, extreme distrib
- Page 55 and 56: method which was commonly used in c
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2.7 LOAD DURATION 6-9-3 T Feldborg,
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son curve", derived from small clea
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19-9-4 U Korin Non-linear creep sup
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24-9-1 T Toratti Long term bending
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Summary Based on the analysis of th
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when a dry period is followed by a
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- Jansson and Leijten both demonstr
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- The used methods and technologies
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ISO, generally through the technica
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ed. The significance of the choice
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However, there is another equally i
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25-17-3 D W Green, J W Evans Moistu
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tion of settings. Since this proced
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posed approach is that the reliabil
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Conclusion It was concluded that th
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- The difference between E in edge
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On the basis of long-term experienc
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Conclusions The possibilities of vi
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Finland and Norway). Consequences w
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Fig. 1. A wind-induced compression
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emphasis on the modelling of the ef
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some trends are apparent. Based on
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- A higher COV of the raw material
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Visual grading of wood into strengt
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4 X(1 � X) Y �1� X � 3s�1
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F112 and F122. It is however shown
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strength tends to increase with ris
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y assuming a normal distribution. E
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19-12-3 F Colling Influence of volu
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- WF/Ww: 2:1 The single span three
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40-6-2 M Poussa, P Tukiainen, A Ran
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2.12 SIZE AND CONFIGURATION FACTORS
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While the estimates of the size eff
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ters for all grades and species. Si
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Modelling of length-wise distributi
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different things that affect the si
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sponds to the statistical approach
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fects. As a summary we may, for the
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More important than the volume effe