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