Effective thickness of timber elements for the evaluation of brittle failure in timber-to-steel connections with large diameter fasteners loaded parallel-to-grain at the elastic range: A new method based on a beam on elastic foundation
| Auteur(s): |
Miguel Yurrita
Jose Manuel Cabrero |
|---|---|
| Médium: | article de revue |
| Langue(s): | anglais |
| Publié dans: | Engineering Structures, avril 2020, v. 209 |
| Page(s): | 109959 |
| DOI: | 10.1016/j.engstruct.2019.109959 |
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sur cette fiche - Reference-ID
10417340 - Publié(e) le:
31.03.2020 - Modifié(e) le:
31.03.2020
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