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

23-12-4 H Riberholt, J Ehlbeck, A Fewell Contribution to the
determination of the bending strength of glulam beams 35
24-12-1 F Colling, J Ehlbeck, R Görlacher Contribution to the
determination of the bending strength of glulam beams 35
25-12-1 E Gehri Determination of characteristic bending values of
glued laminated timber. EN-approach and reality 36
26-12-1 E Aasheim, K Solli Norwegian bending tests with glued
laminated beams-comparative calculations with the "Karlsruhe
Calculation Model" 36
26-12-2 R Hernandez, R H Falk Simulation analysis of Norwegian
spruce glued-laminated timber 37
26-12-3 F Colling, R H Falk Investigation of laminating effects in
glued-laminated timber 38
26-12-4 F Rouger Comparing design results for glulam beams
according to Eurocode 5 and to the French working stress design
code (cb71) 38
27-12-3 E Serrano, H J Larsen Influence of weak zones on stress
distribution in glulam beams 39
28-12-1 E Gehri Determination of characteristic bending strength of
glued laminated timber 39
29-12-1 G Schickhofer Development of efficient glued laminated
timber 40
34-12-1 B Yeh, T G Williamson High-strength I-joist compatible
glulam manufactured with LVL tension laminations 40
34-12-2 B Yeh, T G Williamson Evaluation of glulam shear strength
using a full-size four-point test method 40
34-12-6 G Schickhofer Determination of shear strength values for
GLT using visual and machine graded spruce laminations 41
36-12-1 H Bier Problems with shear and bearing strength of LVL in
highly loaded structures 42
39-12-3 B Yeh, T G Williamson, Z A Martin Effect of checking and
non-glued edge joints on the shear strength of structural glued
laminated timber beams 42
40-12-1 F Lam, N Mohadevan Development of new constructions of
glulam beams in Canada 44
40-12-2 R Brandner, E Gehri, T Bogensperger, G Schickhofer
Determination of modulus of shear and elasticity of glued laminated
timber and related examination 44
40-12-4 T G Williamson, B Yeh Standard practice for the derivation
of design properties of structural glued laminated timber in the
United States 45
40-12-6 M Frese, H J Blass Bending strength of combined beechspruce
glulam 46
41-12-2 M Frese, H J Blass Bending strength of spruce glulam: new
models for the characteristic bending strength 47
43-12-3 M Frese, H J Blass System effects in glued laminated timber
in tension and bending 47
43-12-4 C Faye, F Rouger, P Garcia Experimental investigations on
mechanical behaviour of glued solid timber 47
2.6 LIMIT STATE DESIGN 48
19-1-1 R O Foschi, Z C Yao Duration of load effects and reliability
based design (single member) 48
23-1-1 J Kuipers Some remarks about the safety of timber structures
48
23-1-2 F Rouger, N Lheritier, P Racher, M Fogli Reliability of wood
structural elements: a probabilistic method to Eurocode 5 calibration
48
31-1-1 C J Mettem, R Bainbridge, J A Gordon A limit states design
approach to timber framed walls 49
32-1-1 H J Larsen, S Svensson, S Thelandersson Determination of
partial coefficients and modification factors 50
32-1-2 V Enjily, L Whale Design by testing of structural timber
components 51
33-1-1 S Svensson, S Thelandersson Aspects on reliability
calibration of safety factors for timber structures 51
33-1-2 A Ranta-Maunus, M Fonselius, J Kurkela, T Toratti
Sensitivity studies on the reliability of timber structures 52
38-102-1 A Asiz, I Smith New generation of timber design practices
and code provisions linking system and connection design 53
41-1-1 J Köhler, A Frangi, R Steiger On the role of stiffness
properties for ultimate limit state design of slender columns 54
43-101-1 T Poutanen Dependent versus independent loads in
structural design 55
2.7 LOAD DURATION 57
6-9-3 T Feldborg, M Johansen Deflection of trussed rafters under
alternating loading during a year 57
CIB-W18 Timber Structures – A review of meeting 1-43 2 MATERIAL PROPERTIES page 2.3