Assessing the deformation energy of timber-to-timber inclined screw connections via computed tomography scan
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Materials Science,Forestry
Link
https://link.springer.com/content/pdf/10.1007/s00107-023-02028-0.pdf
Reference74 articles.
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3. Aloisio A, Fragiacomo M (2021) Reliability-based overstrength factors of cross-laminated timber shear walls for seismic design. Eng Struct 228:111547
4. Bedon C, Fragiacomo M (2019) umerical analysis of timber-to-timber joints and composite beams with inclined self-tapping screws. Composite Structures, 207:13–28. Retrieved from https://doi.org/10.1016/j.compstruct.2018.09.008
5. Benedetti F, Rosales V, Opazo-Vega A, Norambuena-Contreras J, Jara-Cisterna A (2019) Experimental and numerical evaluation of hold-down connections on radiata pine cross-laminated-timber shear walls: a case study in chile. Eur J Wood Prod 77(1):79–92. https://doi.org/10.1007/s00107-018-1365-1
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