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The structural behaviour of a pre-stressed column-beam connection as an alternative to the traditional timber joint systemSHIRATORI, T; LEIJTEN, A. J. M; KOMATSU, K et al.Engineering structures. 2009, Vol 31, Num 11, pp 2526-2533, issn 0141-0296, 8 p.Article

Requirements for moment connections in statically indeterminate timber structuresLEIJTEN, A. J. M.Engineering structures. 2011, Vol 33, Num 11, pp 3027-3032, issn 0141-0296, 6 p.Article

Tall Timber Buildings in The Netherlands : Tall Timber BuildingsJORISSEN, A. J. M; LEIJTEN, A. J. M.Structural engineering international. 2008, Vol 18, Num 2, pp 133-136, issn 1016-8664, 4 p.Article

Timber beams loaded perpendicular to grain by multiple connectionsLEIJTEN, A. J. M; SCHOENMAKERS, J. C. M.Engineering structures. 2014, Vol 80, pp 147-152, issn 0141-0296, 6 p.Article

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