The elastic and ductile behaviour of CLT wall-floor connections and the influence of fastener length

Author:

O'Ceallaigh ConanORCID,Harte Annette M.

Funder

Department of Agriculture, Food and the Marine of the Republic of Ireland

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference45 articles.

1. Ceccotti A, Lauriola MP, Pinna M, Sandhaas C. SOFIE project – Cyclic tests on cross-laminated wooden panels. In: Proc. 9th World Conf. Timber Eng. (WCTE 2006), Portland, Oregon, USA; 2006. p. 805–12.

2. Cyclic behavior of typical screwed connections for cross-laminated (CLT) structures;Gavric;Eur J Wood Wood Prod,2015

3. SOFIE project – 3D shaking table test on a seven-storey full-scale cross-laminated timber building;Ceccotti;Earthq Eng Struct Dyn,2013

4. Cyclic behavior of CLT wall systems: experimental tests and analytical prediction models;Gavric;J Struct Eng,2015

5. Cyclic behaviour of typical metal connectors for cross-laminated (CLT) structures;Gavric;Mater Struct,2014

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