Search
Now showing items 1-2 of 2
Ductility factor validation for CLT walls with bolted hold-downs: preliminary analysis and observations
(New Zealand Society for Earthquake Engineering, 2022-04-27)
High-capacity cantilever CLT walls can be created with bolted hold-downs to resist earthquake loading. This study briefly presents the experimental results and cyclic behaviour of the representative test specimen. Then ...
Repair and Reinstatement of Douglas-fir CLT Hold-down Connections using Mixed Angle Self Tapping Screws
(New Zealand Society for Earthquake Engineering, 2022-04-27)
The system ductility of timber structures under seismic loads relies on well detailed connection systems. With the increasing popularity of mass timber structures, CLT shear walls provide an efficient seismic load resisting ...