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
| Author(s): |
Miguel Yurrita
Jose Manuel Cabrero |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Engineering Structures, April 2020, v. 209 |
| Page(s): | 109959 |
| DOI: | 10.1016/j.engstruct.2019.109959 |
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10417340 - Published on:
31/03/2020 - Last updated on:
31/03/2020
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