KIT Holzbau und Baukonstruktionen

List of INTER Papers

Inter

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

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Timber Columns

54 - 2 - 1           Buckling of Slender Timber Beam-Columns under Combined Loading, Including Creep - I K Abeysekera, I Feltham, A Lawrence

Stress Grading

54 - 5 - 1           Production Control for Machine Strength Graded Timber for Glulam - A Kovryga, A Khaloian-Sarnaghi, J W G van de Kuilen

Stresses for Solid Timber

54 - 6 - 1           A New Probabilistic Approach to Model the Tensile Properties of Split Spruce Boards and its Application in Engineered Timber Products - R Sieder, R Brandner

Timber Joints and Fasteners

54 - 7 - 1           Steel Properties of Self‐Tapping Screws - C Sandhaas, H Blass

54 - 7 - 2           Self-tapping Timber Screws Subjected to Combined Axial and Lateral Loading - A Ringhofer, M Burtscher, M Gstettner, R Sieder

54 - 7 - 3           Rigid Glulam Joints with Glued-in Rods Subjected to Axial and Lateral Force Action - S Aicher, K Simon

54 - 7 - 4           Slip Modulus Formulas for Timber‐to‐Timber Inclined Screw Connections – Comparison with other Simplified Models - Y De Santis, M Fragiacomo

54 - 7 - 5           Connections with Inclined Screws and Increased Shear Plane Friction - S Aurand, H J Blaß

54 - 7 - 6           Capacity and Stiffness of Screwed Steel-Timber End-Grain Connections. - M Westermayr, J W G van de Kuilen

54 - 7 - 7           Minimum Geometric and Execution Requirements for Axially Loaded Groups of Screws in Hardwood - U Mahlknecht, R Brandner, A Ringhofer

54 - 7 - 8           Beam-on-Foundation Modeling as an Alternative Design Method for Timber Joints with Dowel-Type Fasteners – Part 3: Second Order Theory Effects for Considering the Rope Effect - M Schweigler, T K Bader, R Lemaître, J-F Bocquet, M Vedovelli, C Sandhaas

54 - 7 - 9           Stiffness of Steel-Timber Dowel Connections – Experimental and Numerical Research - U Kuhlmann J Gauß

54 - 7 - 10         New Analytical Model for Plug Shear of Timber Connections with Small Diameter Dowel-Type Fasteners in the Parallel-to-Grain Direction - M Yurrita, J M Cabrero

54 - 7 - 11         Connection of Timber Foundation Piles to Concrete Extension Piles - G Ravenshorst, R Steiger, J van Dalen, J-W van de Kuilen

Laminated Members

54 - 12 - 1         Mechanical Properties of European Beech Glulam after 30 Years in a Service Class 2 Environment - T Ehrhart, P Grönquist, S Schilling, R. Steiger, A Frangi

54 - 12 - 2         Influence of the Moisture Content on the Compressive Strength and Modulus of Elasticity Parallel to the Grain of Engineered Hardwood Products - T Ehrhart, R Steiger, A Frangi

54 - 12 - 3         Imperfections of Slender Glulam Beams - U Kuhlmann, J Töpler

54 - 12 - 4         Probabilistic Description of the Mechanical Properties of Glued Laminated Timber - S Schilling, P Palma, R Steiger, A Frangi

54 - 12 - 5         Load-bearing Capacity and Fracture Behaviour of Notched Cross Laminated Timber Plates - A Malagic, M Augustin, G Silly, A Thiel, G Schickhofer

54 - 12 - 6         Characterization of Rolling Shear Creep for Cross Laminated Timber Panels - C Allemand, A Lebée, N Pinoteau, G Forêt

Structural Stability

54 - 15 -1          A Proposal for the Capacity Design of Multi-Storey CLT Buildings - D Casagrande, G Doudak

Fire

54 - 16 -1          Temperature‐Dependent Thermal Properties for Cross‐Laminated Timber Exposed to Standard Fire - M Kleinhenz, A Just, A Frangi

54 - 16 - 2         Reliability Improvements of the Fire Design for the Revision of Eurocode 5 - R Fahrni, A Frangi