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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. In: Structural Engineering International, v. 18, n. 3 (August 2008), S. .

    https://doi.org/10.2749/101686608785096595

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

    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. In: Construction and Building Materials, v. 24, n. 9 (September 2010), S. .

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

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  • Reference-ID
    10130365
  • Erstellt am
    07.12.2018
  • Geändert am
    07.12.2018