List of INTER Papers

The papers of the meeting will be available for registered participants of the meeting.They receive the access code for downloading papers and agenda (zip-file) after the submission deadline.

At the end of our meeting, we will have a session called “Notes”. A maximum of ten minutes per note are foreseen. The authors may use these 10 minutes to present the note or if they keep the presentation shorter, the remaining time is used for Q&A. The notes will be included in the proceedings. Notes may have a maximum of four pages. Please send your note (Email) at least one week before the meeting. Notes will also be available for download. 

Link to download agenda and papers: will be available as soon as papers have arrived.

Structural DESIGN CODES

59-102-1     Development of joint AS/NZS 1720.1 Timber Structures Standard - L M Ottenhaus, J Shanks, D Moroder, B Stankowitz, T Smith

SERVICEABILITY

59-20-1        On vibration serviceability design of mass timber floors according to CSA O86-24 and Eurocode 5 - C Guo, J Zhou

59-20-2        Improving vibration response prediction of timber floors in EC5 through revised effective modal mass - M Salehi, A Aloisio, E Ussher, R Tomasi

FRACTURE MECHANICS

59-19-1        Design of dovetail connections – A fracture mechanics approach and reliability analysis - T Claus, N Koch, T Tannert

59-19-2        Finite-element-based design according to Eurocode 5 – Fracture mechanics - E Serrano, H Danielsson

GLUED JOINTS

59-18-1        Screw-press gluing in timber construction – Differences in press forces and failure mechanisms between various screw types – proposal of common rules for EN 1995-3 - A Münzer, S Aicher

FIRE

59-16-1        Fire performance of concealed mass timber connections: Experimental evidence for code calibration - C Dagenais, M Aram, A Salenikovich

59-16-2        Fire design of structural timber under non-standard fire exposure - C Karannagodage, J Schmid, A Frangi, A Just

STRUCTURAL STABILITY

59-15-1        Bracing stiffness requirements of members on discrete elastic supports subjected to compression - Design recommendations for Eurocode 5 - F M Massaro, H Stamatopoulos

59-15-2        Seismic force modification factors for the design of mid-rise coupled balloon-type cross-laminated timber shear walls with high-performance connection systems - K Krauss, M Li, F Lam

59-15-3        Analytical framework for the design of multistorey platform-type CLT shear walls incorporating floor-wall interaction - M Masroor, D Casagrande, T Tannert, G Doudak

Laminated members

59-12-1        Punching shear design method for point-supported CLT floors - H Ganjali, M Shahnewaz, T Tannert

59-12-2        Evaluation and modeling of the performance of Hem-fir GLT under weak axis bending - X Luo, C Zhang, F Lam

59-12-3        Verification of tensile and shear stresses considering direction-dependent size effects in finite element based design - J Töpler, C Tapia Camù, C Vida, F Vafadar

59-12-4        Reliability-based design methodology for glued laminated timber beams subjected to impact loading - G Montalbetti, A Vuffray, A S Cao, A Frangi

59-12-5        Development of national standards on evaluation of gluelam and timber trusses for reuse – K C Mahnert, K H Bergset, K Nore, A Svendsen, A Øvrum

load sharing

59-8-1          A contribution to system effects with focus on rigid composites loaded in tension parallel to the grain - R Brandner

timber joints and fasteners

59-7-1          Fatigue behaviour of axially loaded self-tapping timber screws under pulsating tensile loading -M Tronnier, M Sieder

59-7-2          Unified design of steel-to-timber connections with profiled nails based on an extended analytical model - A P Ho, W Seim

59-7-3          Interaction-based extension of the European Yield Model for high-density timber connections - E Kuck, H J Blass, C Sandhaas

59-7-4          Inconsistency between the load-carrying capacity according to the European yield model and the empirical ultimate slip modulus in EN 1995-1-1 - A S Cao, C D Aquino, J M Branco, P Palma

59-7-5          Experimental investigation of brittle failure in connections under different load-to-grain angles - P Tanner, C Lara-Sarache, J M Cabrero, N López

59-7-6          Self-tapping screw reinforcement of dowel connections with slotted-in steel plates in glulam loaded parallel to the grain - C Gagnon, T Tannert, A Salenikovich

59-7-7          Group effects in the lateral slip modulus of dowelled timber connections – Numerical simulations for design equations - C D Aquino, M Schweigler, R Lemaître, J M Branco, T K Bader

59-7-8          Mechanical behaviour and design of a hybrid edge connection for cross–laminated timber panels - T Stieb, R Maderebner, P Dietsch