Evaluation of bending tests on composite glulam–CLT beams connected with double-sided punched metal plates and inclined screws

Author:

Jacquier NicolasORCID,Girhammar Ulf Arne

Funder

Stora Enso Timber, the County Administrative Board in Norrbotten

Regional Council of Västerbotten

the European Union’s Structural Funds – The Regional Fund

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Numerical modelling for sensitivity analysis of wood joints made with double-sided punched metal plate fasteners;Zhou;Adv. Struct. Eng.,2011

2. Tests on glulam–CLT shear connections with double-sided punched metal plate fasteners and inclined screws;Jacquier;Constr. Build. Mater.,2014

3. A. Jorissen, The design of timber floors, Presented at the World Conference on Timber Engineering (WCTE), Portland, Oregon, USA, 2006.

4. Vibrations of timber floors: serviceability aspects;Smith,2003

5. European Committe for Standardization (CEN), EN 1995-1-1:2004/A2:2014 – Eurocode 5 – Design of timber structures – Part 1-1: General – Common Rules and Rules for Buildings, Brussels, Belgium: European Committe for Standardization, 2014.

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