PHOTOS

Bettina and Steffen Franke provided some photos

Photos of the Meeting

Photos of the Welcome Reception

Photos of the Omega Musuem

Photos of the Excursion

Swatch Building

Kai Strehlke from Blumer-Lehmann AG provided his presentation about the Swatch Building (for personal use).

Papers

The papers of the  meeting will be available for the participants of the meeting on this server.

As soon as the papers arrive they are available for downloading.

Participants of the meeting receive the access code for downloading the papers after registration.

Here is a zip file containing all papers

Agenda: agenda_2023.pdf

Timber Columns

56 - 2 - 1           Comparison of CLT Buckling Strength Criteria with Experimental Results - A Narcy, D T Pham, G Forêt, A Lebée

Stresses for Solid Timber

56 - 6 - 1           Material Properties of Medium and Dense (Tropical) Hardwoods; Compression Perpendicular to the Grain - G Ravenshorst, A Kovriga, J-W van de Kuilen

Timber Joints and Fasteners

56 - 7 - 1           Withdrawal Properties of Self‐Tapping Screws - C Sandhaas, H Blass

56 - 7 - 2           Low-cycle Fatigue of Self-Tapping Screws - S Schwendner, D Kattenbach, W Seim

56 - 7 - 3           Overstrength of CLT-to-CLT Connections with Inclined Screws - A Aloisio, D P Pasca, Y De Santis , R Tomasi, M Fragiacomo

56 - 7 - 4           Capacity Model of Inclined Screw Connections with Interlayer - Y De Santis, A Aloisio, I Gavrić , I Šušteršič, M Fragiacomo

56 - 7 - 5           Design of Adhesively Bonded Timber Concrete Composites: Bondline properties - P Grönquist, K Müller, S Mönch, A Frangi

56 - 7 - 6           Post-Tensioned Glulam Beams -Experimental Investigations of Bonded and Unbonded Systems - M Muster, T Ehrhart, M Althaus, H-U Küng , P Rogenmoser, K Rahner, A Gnägi, A Frangi

Duration of Load

56 - 9 - 1           Reliability-Based Investigation on the Duration of Load Effect in Timber Structures Under Wind Loads - X Zheng, C Zhang, F Lam

Laminated Members

56 - 12 - 1         A Design Model for Out of Plane Bending of CLT with Consideration of Properties of Lamellas and Finger Joints - A Olsson, T K Bader

56 - 12 - 2        Bending Properties out-of-Plane of Cross Laminated Timber (CLT): Test Experience, Model Refinement and Validation - R Brandner, A Ringhofer, R Sieder

56 - 12 - 3         Punching-shear Strength of Point-Supported CLT Floor Panels - H Ganjali, T Tannert, Md Shahnewaz, C Dickof, C Slotboom, M Popovski

56 - 12 - 4         Elevated Shear Stresses at Corners of Rectangular Holes -  A New Design Proposal - S Aicher, S Siby, C Tapia-Camu

56 - 12 - 5         Improvement of Design Rules in EC5 for Tapered Beams - A Matter of Mechanical Consistency and Competitiveness - G Hochreiner, M Detter, J Füssl

56 - 12 - 6         Lateral Torsional Buckling of Glulam Beams - J Töpler, U Kuhlmann

56 - 12 - 7         Dynamic Strength Increase of Glued Laminated Timber Beams Subjected to Impact Loading - A S Cao, A Frangi

Structural Stability

56 - 15 - 1         Design Implications for CLT Shearwalls with Openings - D Casagrande, G Doudak, R Fanti, A Polastri

56 - 15 - 2         A new method for designing multi-storey segmented CLT walls - A Smith, S Edvardsen, A Lawrence, R Tomasi

56 - 15 - 3         Cyclic performance of balloon-type CLT shear walls with high-capacity hold-downs - K Krauss, B Moerman, T Wright, F Lam, M Li

56 - 15 - 4         Enhanced Seismic Performance of Resilient Timber Wall Structures with Innovative Low Damage Floor Connections - S Assadi, A Hashemi, P Quenneville

Fire

56 - 16 - 1         Eurocode 5 Revision – Fire Design of Timber Structures - A Frangi, A Just, J Hakkarainen, J Schmid, N Werther

56 - 16 - 2         Clay and Lime Plaster as Fire Protection for Timber Structures - J Liblik, A Just

Test Methods

56 - 21 - 1         Evaluation of Test Methods for CLT Shear Stiffness at Out-of-plane Loading - E Serrano, H Danielsson

Robustness

56 - 22 - 1        Experimental and Numerical Analyses of Full-Span Floors and Component Level Subassemblies for Robust Design of CLT Floors - A Przystup, T Reynolds, T Tannert

Structural Design Codes

56 - 102 - 1      Finite Element Based Design of Timber Structures - J Töpler, M Schweigler, R Lemaître, P Palma, M Schenk, P Grönquist, C Tapia, G Hochreiner, U Kuhlmann

Notes

Note 1              Cycling Bending Test Method fo Selftapping Screws According to JIS A 1503  - K Kobayashi, M Nakazato, H Nasu, M Inayama

Note 2              Effect of Relaxation of Height Limit of Timber Constructions Applied Simplest Structural Calculation on Rigidity Factor of them  - T Tsuchimoto, N Akiyama