CIB-W18 Timber Structures – A review of meeting 1-43 2 MATERIAL ...

30-17-1 F Rouger A new statistical method for the establishment of
machine settings 80
35-17-1 J Köhler, S Svenson Probabilistic modelling of duration of
load effects in timber structures 81
38-17-1 R Steiger, J Köhler Analysis of censored data - Examples in
timber engineering research 81
39-17-1 I Smith, A Asiz, M Snow, Y H Chuff Possible
Canadian/ISO approach to deriving design values from test data 82
2.9 STRENGTH GRADING 84
21-5-1 T Nakai Non-destructive test by frequency of full size timber
for grading 84
21-6-2 A R Fewell, P Glos The determination of characteristic
strength values for stress grades of structural timber. 84
22-5-1 T Nakai, T Tanaka, H Nagao Fundamental vibration
frequency as a parameter for grading sawn timber 84
26-5-1 F Rouger, C De Lafond, A El Quadrani Structural properties
of French grown timber according to various grading methods 85
28-5-1 S Ohlsson Grading methods for structural timber - principles
for approval 86
28-5-2 N Burger, P Glos Relationship of moduli of elasticity in
tension and in bending of solid timber 86
29-5-1 T Courchene, F Lam, J D Barrett The effect of edge knots on
the strength of SPF MSR lumber 87
29-5-2 T D G Canisius, T Isaksson Determination of moment
configuration factors using grading machine readings 87
30-10-1 P Kuklik Nondestructive evaluation of wood-based
members and structures with the help of modal analysis 88
31-5-1 S Ormarsson, H Peterson, O Dahlblom, K Person Influence
of varying growth characteristics on stiffness grading of structural
timber 89
31-5-2 R H Leicester, H Breitinger, H Fordham A comparison of ingrade
test procedures 90
32-5-1 K Frühwald, A Bernasconi Actual possibilities of the
machine grading of timber 90
32-5-2 A Bernasconi, L Boström, B Schacht Detection of severe
timber defects by machine grading 91
34-5-1 F Lam, S Abayakoon, S Svensson, C Gyamfi Influence of
proof loading on the reliability of members 92
36-5-1 C Bengtson, M Fonselius Settings for strength grading
machines – Evaluation of the procedure according to prEN 14081,
part 2 92
36-5-2 J Köhler, M H Faber A probabilistic approach to cost optimal
timber grading 93
36-7-11 A Ranta-Maunus, A Kevarinmäki Reliability of timber
structures, theory and dowel-type connection failures 94
38-5-1 M Arnold, R Steiger Are wind-induced compression failures
grading relevant 94
39-5-1 J Köhler, R Steiger A discussion on the control of grading
machine settings – current approach, potential and outlook 96
39-5-2 R Katzengruber, G Jeitler, G Schickhofer Tensile proof
loading to assure quality of finger-jointed structural timber 97
40-5-1 K Crews Development of grading rules for re-cycled timber
used in structural applications 98
40-5-2 M Sandomeer, J Köhler, P Linsenmann The efficient control
of grading machine settings 99
42-5-1 R Ziethén, C Bengtsson Machine strength grading – a new
method for derivation of settings 100
43-5-1 F Rouger Quality control methods - Application to
acceptance criteria for a batch of timber 101
43-5-2 P Stapel, J W v. d. Kuilen, A Rais Influence of origin and
grading principles on the engineering properties of European timber
101
2.10 STRENGTH VALUES 104
7-6-1 K Möhler Strength and long-term behaviour of lumber and
glued laminated timber under torsion loads 104
24-6-1 T A C M van der Put Discussion of the failure criterion for
combined bending and compression 104
26-6-1 T A C M van der Put Discussion and proposal of a general
failure criterion for wood 105
28-6-1 F Lam, H Yee, J D Barrett Shear strength of Canadian
softwood structural lumber 107
28-6-2 B Madsen Shear strength of Douglas fir timbers 108
30-6-1 N Burger, P Glos Strength relationships in structural timber
subjected to bending and tension 108
36-6-1 P Glos, J Denzler Characteristic shear strength values based
on tests according to EN 1193 109
CIB-W18 Timber Structures – A review of meeting 1-43 2 MATERIAL PROPERTIES page 2.5