The 12^th meeting of INTER will be held in Istanbul, Turkey from

Monday 25 August to Thursday 28 August 2025 

Limit State Design

58-1-1               Enhancing the concept of overstrength in timber engineering: A proposal for a broader and more reliable application - B Azinović, R Brandner

Stress Grading

58-5-1               A binary classification model for grading reclaimed structural timber - A Aloisio, D P Pasca, Y De Santis, M Fragiacomo, H Burkart, A Øvrum

58-5-2               Tension strength, stiffness and visual grading of red pine structural boards accordance with Turkish Standard TS 1265- 2012; Effect of knots diameter - F Kurul, M Özdemir, İ Tuna, T Yılmaz, M Arslan, S Ermiş, T Dündar

Stresses for Solid Timber

58-6-1               Deformation level and specimen geometry in compression perpendicular to the grain of solid timber, GLT and CLT timber products - D P Pasca, A Aloisio, F M Massaro, H Stamatopoulos, Y De Santis, A Øvrum

58-6-2               Time-dependent deformation and damage in members subjected to compression perpendicular to grain - R Maderebner, A Dummer, M Erlacher, T Hillberger, T Stieb

58-6-3               Experimental study on timber compression and shear: effects of fiber deviation and reinforcement - N López Rodríguez, J M Cabrero, I Arteaga Jordá, P Guindos Bretones

Timber Joints and Fasteners

58-7-1               Linear approximation of an elasto-plastic extension of the Johansen theory to predict the deformation of dowel-type fasteners - J Riepe, J Díaz, J Schänzlin

58-7-2               Influence of steel properties on the ductility of connections: An explorative experimental investigation - L Kramer, L Furrer, M Geiser

58-7-3               Experimental determination of the ductility of dissipative proprietary hold-downs and angle brackets in CLT structures according to the new Eurocode 8 - V Nicolussi, L Pozza, A Polastri, A Bellini, M Izzi, D Casagrande

58-7-4               Fatigue behavior of threaded rods bonded into glulam for application in bridge construction - R Steiger, B Zumbrunn-Maurer, L Kramer, T Strahm, E Gehri

58-7-5               Wooden dowels as fasteners in timber connections: An extended study on beech, birch, and laminated densified dowels - Y Wang, R Tomasi, A Aloisio, R Crocetti

58-7-6              Numerical investigation of the effective number of fasteners in dowelled timber connections - C D Aquino, J M Branco, M Schweigler, T K Bader, L Rodrigues, L C M da Silva

58-7-7              Concrete-to-timber connections subjected to lateral loading – A Ringhofer, P Wenzelhuemer, G Flatscher

58-7-8               Resistance to brittle failure of connections with inclined STS in CLT loaded along the major strength direction - T Tannert, A Einipour, J Zhou, A Salenikovich

58-7-9              Probabilistic block shear failure mode model - N López Rodríguez, R Cruz Hidalgo, B Iraola Sáenz, J M Cabrero

58-7-10             Load-bearing behavior of PMPF connections with air gap between PMPF and timber - D Staiger, H J Blaß

Load Sharing

58-8-1               A contribution to system effects with focus on rigid composites loaded in tension parallel to grain - R Brandner

Structural Stability

58-15-1             Lateral stiffness of light timber-framed shear walls with cladding - proposal for an analytical model - L Rauber, B Hoffmeister

58-15-2             Experimental investigation of a two-storey full-scale CLT structure with resilient rocking walls - S R Agarwal, S Assadi, A Hashemi, P Quenneville

58-15-3             Determination of Canadian seismic force modification factors for post-tensioned CLT walls - H Zhu, M A Bezabeh, A Iqbal, M Popovski, Z Chen

58-15-4             Studies on fluid forces acting wood house under flood - T Tsuchimoto, S Hirano, Y Takadate

Fire

58-16-1             Performance of bond lines in different fire related small-scale tests J L Vihmann, A Just

58-16-2             Fire performance of hollow glue laminated timber elements - N Perković, V Rajčić, J Barbalić

Fracture Mechanics

58-19-1             Tenon connections – Consideration of brittle failure by fracture mechanic approach - T Claus, W Seim