List of INTER Papers
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 will be a zip file containing all papers
Timber Columns
57 - 2 - 1 Lateral Torsional Buckling of Glulam Beam-Columns: Axial Compression and Bending Verification - J Töpler, U Kuhlmann
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 Compressive Strength and Stiffness Values for 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 - 2 A Novel Approach to Describe the Force - Displacement Behaviour of Axially Loaded Fasteners Based on Continuum Mechanics - D Glasner,
A Ringhofer, G Schickhofer
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 - K Simon, S Aicher
57 - 7 - 5 A Proposal for the Stiffness of Steel-Timber Dowel-Type Connections - U Kuhlmann, L Buchholz, 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, J M Branco, M Schweigler, T K Bader, R Lemaître, J-F Bocquet L Rodrigues
57 - 7 - 9 Consideration of 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, 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, J-F Bocquet, D Lathuillière
57 - 7 - 11 Reinforcements for Compression Perpendicular to Grain of CLT Elements with Fully Threaded Screws: Experimental Validation of the Design Model- R Maderebner, L Rathiens, T Stieb, 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, 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 A Proposal for Determining the In-Plane Rigid Diaphragm Conditions of Cross Laminated Timber Floors Under Seismic Loads - D Casagrande, V Nicolussi, P Rigo, G D’Arenzo, L Pozza, A Polastri
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
Fracture Mechanics
57 - 19 - 1 Tenons and Notches of Spruce and Azobé - G Ravenshorst, J-W van de Kuilen, A Kovryga
Serviceablility
57 - 20 - 1 Numerical Simulation of Timber Floors Vibration Response Based on Deterministic and Probabilistic Approaches - M Felicita, R Roijakkers, R Cojocaru, G Ravenshorst
Notes