| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6741551 | Engineering Structures | 2013 | 14 Pages |
Abstract
⺠Experiments on 64 dowel-type steel-to-timber connections are performed. ⺠The effects of connections width, wood density, dowel roughness, and lateral reinforcement are studied. ⺠Individual stages during the loading process are identified. ⺠The suitability of the current design rules laid down in Eurocode 5 is assessed and deficiencies revealed.
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Geotechnical Engineering and Engineering Geology
Authors
Michael Dorn, Karin de Borst, Josef Eberhardsteiner,