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Ductility of timber joints under static and cyclic loads

  1. Johansen KW .Theory of Timber Connections, 1949, International Association of Bridge and Structural Engineering, Bern, 249–262, Publication no. 9.
  2. Tomasi, Roberto / Zandonini, Riccardo / Piazza, Maurizio / Andreolli, Mauro (2008): Ductile End Connections for Glulam Beams. Dans: Structural Engineering International, v. 18, n. 3 (août 2008), pp. .

    https://doi.org/10.2749/101686608785096595

  3. Tomasi, Roberto / Parisi, Maria Adelaide / Piazza, Maurizio (2009): Ductile Design of Glued-Laminated Timber Beams. Dans: Practice Periodical on Structural Design and Construction, v. 14, n. 3 (août 2009), pp. .

    https://doi.org/10.1061/(asce)1084-0680(2009)14:3(113)

  4. Tomasi, Roberto / Crosatti, Alessandro / Piazza, Maurizio (2010): Theoretical and experimental analysis of timber-to-timber joints connected with inclined screws. Dans: Construction and Building Materials, v. 24, n. 9 (septembre 2010), pp. .

    https://doi.org/10.1016/j.conbuildmat.2010.03.007

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  • Reference-ID
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  • Création
    07.12.2018
  • Modification
    07.12.2018