Derivation of buckling design curves via FE modelling for in-plane compressed timber log-walls in accordance with the Eurocode 5

Author:

Bedon ChiaraORCID,Fragiacomo Massimo

Publisher

Springer Science and Business Media LLC

Subject

General Materials Science,Forestry

Reference33 articles.

1. Baláž I (2005) Lateral torsional buckling of timber beams. Wood Research 50(1):52–58

2. Bedon C, Fragiacomo M (2015) Numerical and analytical assessment of the buckling behaviour of Blockhaus log-walls under in-plane compression. Eng Struct 82:134–150

3. Bedon C, Rinaldin G, Izzi M, Fragiacomo M, Amadio C (2015) Assessment of the structural stability of Blockhaus timber log-walls under in-plane compression via full-scale experiments. Constr Build Mater 78:474–490

4. Bouras F, Chaplain M, Nafa Z (2010) Experimental and modeling buckling of wood-based columns under repeated loading, Proceedings of the 14th International Conference on Experimental Mechanics, Poitiers, France, 4–9 July 2010, code 110074

5. Bouras F, Chaplain M, Nafa Z, Breysse D, Tran H (2012) Experimental behavior of wood columns under extreme loading: cyclic buckling. Proceedings of the World Conference on Timber Engineering WCTE 5:545–550

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