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List of INTER Papers, Tacoma, WA, USA

Inter

 

The papers of the  meeting will be available for the participants of the meeting on this server. They are produced in a PDF (Portable Document Format) Format which can be read e.g. by ACROBAT Reader. These files can be downloaded by clicking on the title. The Adobe Acrobat Reader must be installed on your system to be able to view or print a PDF document. The Acrobat Reader may already be part of your Web browser. If not, it is available for downloading at no cost from Adobe at http://www.adobe.com/downloads/ Please make sure that you have the latest version of the Adobe Acrobat Reader.

 

Please send me a short message (E-Mail) if you have problems in reading and printing the papers.

The following list contains the papers that are intended to be presented at the meeting. As soon as the papers arrive they are available for downloading.

 

During our meeting we will have a 2 hours session called “Notes”. Within this session a presentation of 8 to 10 “Notes” should be possible so a time limit of 10 minutes is strictly required. It is intended to include these notes in the proceedings so they should not exceed three pages (see: guidelines for the authors)

 

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

Here will a zip file containing all papers

 

52 - 7 - 1          Product Characteristics of Self-Tapping Timber Screws - A Ringhofer, G Schickhofer

52 - 7 - 2          Withdrawal Strength of Screws and Screw Groups in European Beech (Fagus s.) Parallel to the Grain - M Westermayr, J W G. van de Kuilen

52 - 7 - 3          Density Variations in Beech LVL - Influence on Insertion Moment and Withdrawal Capacity of Screws - M Frese

52 - 7 - 4          Steel Dowel Connections in Beech Hardwood - S Franke, B Franke

52 - 7 - 5          Effective Thickness of the Wood Member in Timber-to-steel Connections with Large Diameter under Brittle Failure - M Yurrita, J M Cabrero

52 - 7 - 6           Row Shear and Block Shear Failure of Connections with Axially Loaded Screws - H J Blass, M Flaig, N Meyer

52 - 7 - 7          New Analytical Model for Brittle Failure in the Parallel-to-grain Direction of Timber Connections with Large Diameter Fasteners - M Yurrita, J M Cabrero

52 - 7 - 8          Embedment Test Analysis and Data in the Context of Phenomenological Modeling for Dowelled Timber Joint Design - M Schweigler, T K Bader, J-F Bocquet, R Lemaître, C Sandhaas

52 - 7 - 9          Beam-on-Foundation Modelling as an Alternative Design Method for Timber Joints with Dowel-Type Fasteners – Part 2: Modelling Techniques for Multiple Fastener Joint or Connection - R Lemaître, J-F Bocquet, M Schweigler, T K Bader

52 - 7 - 10        Transmission of Perpendicular to Grain Forces Using Self-tapping Screws - P Dietsch, S Rodemeier, H J Blaß

52 - 7 - 11        Component Method in Timber Construction – Experimental and Numerical Research - U Kuhlmann, J Gauß

 

 

52 - 9 - 1          Duration of Load Effect on Axially-Loaded Self-Tapping Screws Inserted Parallel to Grain in Soft- and Hardwood - R Brandner, A Ringhofer, R Sieder

52 - 12 - 1        Compressive Strength and Buckling Resistance of GLT Columns Made of European Beech - T Ehrhart, R Steiger, P Palma, E Gehri, A Frangi

52 - 12 - 2        Cross Laminated Timber at InPlane Shear Loading – Comparison of Model Predictions - H Danielsson, E Serrano

52 - 12 - 3        Net‐section Tension and Shear Strength of In‐plane Loaded CLT Panels - T Tannert, C Loss, M Popovski, H Mpidi Bita

52 - 12 - 4         Prediction of Load-Bearing Capacity of Notched Cross Laminated Timber Plates - E Serrano, P J Gustafsson, H Danielsson

52 - 12 - 5        Compressive Strength and Stiffness of End Grain Contact Joints in Softwood Glulam and CLT - M Flaig, T Schmidt, H J Blaß

52 - 12 - 6        From Testing to Codification: Post-Tensioned Cross Laminated Timber Rocking Walls - S Pei, J D Dolan, R Zimmerman, E McDonnel, P Line, M Popovski

52 - 15 - 1         Seismic Performance of End Brace Connections in Ductile Braced Timber Frame - H Daneshvar, J Niederwestberg, C Dickof, J Spencer, J-P Letarte, Y H Chui

52 - 15 - 2        Lateral Resistance and Deflection of CLT Shear Walls - Md Shahnewaz, M Popovski, T Tannert

52 - 15 - 3         Development of Timber Buckling-Restrained Braces for Mass Timber Braced Frames - C Murphy, C P Pantelides H-E Blomgren, D R Rammer

52 - 16 - 1         Preliminary Design Model for Wooden I-Joists in Fire - K N Mäger, A Just

52 - 16 - 2        Code Calibration for Timber in Fire – On the Use of 20% Fractiles for the Strength - R Fahrni, G De Sanctis, A Frangi

52 - 18 - 1        Investigations Concerning Screw-Press Gluing of Assemblies with CLT - K Bratulic, M Augustin, G Schickhofer

52 - 22 - 1        Catenary Action for Cross-laminated Timber Floor Systems - H Mpidi Bita, T Tannert

52 - 22 - 2        Addressing robustness in the 2nd-generation EN 1995-1-1 Eurocode 5 - P Palma, R Steiger , R Jockwer

52 - 22 - 3         Robustness in Tall Timber Buildings - An Improved Framework - K Voulpiotis, J Köhler, R Jockwer, A Frangi

 

 

Note 1              Ductility factors of timber constructions combined by parts with different ductility
factor - T Tsuchimoto, T Miyake