List of INTER 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

During our meeting we will have a session called “Notes.” It should be possible to present 8 to 10 notes within this session, so a time limit of 10 minutes is essential. It is intended that these notes will be included in the proceedings so that they should not exceed three pages in length. Please send your note (Email) at least two weeks before the meeting and they will also be available for download.

Timber Columns

57 - 2 - 1       Lateral Torsional Buckling of Glulam Beam-Columns: Axial Compression and Bending Verification - J Töpler, U Kuhlmann, J Schänzlin

Stress Grading

57 - 5 - 1          Derivation of Visual Grading Assignments for Turkish Red Pine and Scots Pine Graded in Accordance with Turkish Standard TS 1265- 2012 - F Kurul, M Özdemir, T Yılmaz, M Arslan, S Ermiş, T Dündar

Stresses for Solid Timber

57 - 6 - 1            Strength Grading of Saturated Softwood Foundation Piles - G Pagella, G Ravenshorst, M Mirra, J-W van de Kuilen

Timber Joints and Fasteners

57 - 7 - 1            Fatigue Behaviour of in Tension Axially-Loaded Self-Tapping Screws - R Brandner

57 - 7 - 3            On Stiffness and Strength of Glued-in Rods and Threaded Rods Parallel to the Grain - C Binck, A Frangi

57 - 7 - 4            Embedment Strength of Glued-in Rods and Dowels Oriented Parallel to Grain - S Aicher, K Simon

57 - 7 - 5            A Proposal for the Stiffness of Steel-Timber Dowel-Type Connections - L Buchholz, U Kuhlmann, J Gauß

57 - 7 - 6            Design Proposal for the Final Slip Modulus of Dowel-Type Timber
Connections Based on the Beam-on-Foundation (BoF) Approach - R Lemaître, M Schweigler, E Binder, E Sauvignet, J-F Bocquet

57 - 7 - 7            Parametrization of the Non-Linear Behaviour of Timber Joints with Self-Tapping Screws - D Caprio, R Jockwer, A Ringhofer

57 - 7 - 8            The Effective Timber Thickness for Brittle Failure Assessment of Dowel-Type Connections - C D Aquino, M Schweigler, L Rodrigues, R Lemaître, J-F Bocquet, J M Branco, T K Bader,

57 - 7 - 9            Brittle Failure Modes of Connections with Dowel-Type Fasteners Loaded Parallel to the Grain: A Comparison Between Eurocode 5 and CSA O86 - J M Cabrero, N L Rodriguez, T Tannert, A Salenikovich, Y H Chui

57 - 7 - 10          Design Brittle Failure Capacities of Connections with Dowel-Type Fasteners Laterally Loaded Parallel to Grain and Reinforced - R Lemaître, D Lathuillière, J-F Bocquet

57 - 7 - 11          Reinforcements for Compression Perpendicular to Grain of CLT Elements with Fully Threaded Screws: Experimental Validation of the Design Model- R Maderebner, T Stieb, L Rathiens, R Tomasi

Laminated Members

57 - 12 - 1          Punching-Shear Resistance of Point-Supported CLT Panels - H Ganjali, T Tannert, Md Shahnewaz, C Dickof, M Popovski

57 - 12 - 2          Comparison of Calculation Methods for Application on Veneer-Reinforced Timber with Standard Lamella - N Kainz, P Aondio, M Danzer, S Winter

57 - 12 - 3         Strength and Stiffness of Adhesively Bonded Timber-Steel Composite Beams - S Aurand, P Haase, J Boretzki, M Albiez, P Dietsch, T Ummenhofer

Structural Stability

57 - 15 - 1          OSB Sheathed Timber-Framed Shear Walls with Optimized Performance for Horizontal Loading - N Manser, R Steiger, M Geiser, A Frangi

57 - 15 - 2          Proposal for an Analytical Model of Light Timber-Framed Shear Walls with additional Cladding - L Rauber, B Hoffmeister

57 - 15 - 3          Seismic Performance of Braced Timber Frames - M Popovski, Z Chen

57 - 15 - 4          Investigation on the Performance of Platform-Type Coupled-Panel CLT Shear Walls under Seismic Conditions - J Chen, F Lam, M Li, M Popovski

57 - 15 - 5          Investigating the In-Plane Rigid Diaphragm Conditions of Cross Laminated Timber Floors for Seismic Design - G D'Arenzo, V Nicolussi, P Rigo, L Pozza, A Polastri, D Casagrande

57 - 15 - 6          Design Implications for Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls - G D’Arenzo, E M Ruggeri, J Hummel, M Fossetti, W Seim

Fire

57 - 16 - 1          Structural Means for Fire-Safe Green Façade Design on Multi-Storey Buildings - T Engel, S Winter

Serviceablility

57 - 20 - 1          Comfort Assessment of Timber Floor Vibration - M Felicita, R Roijakkers, R Cojocaru, G Ravenshorst

Notes

Note 1            Beech LVL and moisture – a known challenge - C Sandhaas

Note 2            Withdrawal Capacity of Coated Ring Shank Nails - A Ceylan, Z C Girgin

Note 3            An Ecologic Lightweight Suggestion for Concrete Layer of CLT-Composite Floors - Z C Girgin