Abstract
The European structural timber design standard EN 1995-1-1 Eurocode 5 is currently under an extensive revision and the latest draft includes a new Informative Annex on Additional guidance for increasing the robustness of timber structures. The design rules in this new Annex are focused on direct design methods that provide explicit verifications for specific scenarios of assumed local failure: i) design for resistance to removal of load-carrying elements and; ii) design for segmentation using fuse elements. Dynamic effects related to a sudden loss of a load-carrying element are considered through dynamic amplification factors, which are provisionally prescribed as γ dyn= 2.0. The design of fuse elements is based on limiting their load-carrying capacity, ensuring that they fail under certain damage scenarios. The upper values of the load-carrying capacity of connections are very dependent on the specific type of connection, but a over-strength factor 4 = R k,0.95/R k,0.05is provisionally prescribed.
Original language | English |
---|---|
Title of host publication | 13th World Conference on Timber Engineering, WCTE 2023 : Timber for a Livable Future |
Editors | Anders Q. Nyrud, Kjell Arne Malo, Kristine Nore, Knut Werner Lindeberg Alsen, Saule Tulebekova, Efthymia Ratsou Staehr, Gabrielle Bergh, Wendy Wuyts |
Number of pages | 8 |
Publisher | Curran Associates, Inc |
Publication date | 2023 |
Pages | 3054-3061 |
ISBN (Electronic) | 9781713873297 |
DOIs | |
Publication status | Published - 2023 |
Event | 13th World Conference on Timber Engineering: Timber for a Livable Future, WCTE 2023 - Oslo, Norway Duration: 19 Jun 2023 → 22 Jun 2023 |
Conference
Conference | 13th World Conference on Timber Engineering: Timber for a Livable Future, WCTE 2023 |
---|---|
Country/Territory | Norway |
City | Oslo |
Period | 19/06/2023 → 22/06/2023 |
Sponsor | Aanesland Treindustri, et al., Moelven, Paper Province, Region Varmland, SWECO |
Keywords
- EN 1995-1-1
- Eurocode 5
- element-removal analyses
- fuse elements
- progressive collapse
- robustness