Fig. 7From: Performance evaluation of multi-storey cross-laminated timber structures under different earthquake hazard levelsHysteretic response of experimental test and Pinching4 model for hold-down WHT440 and single-surface spline joint. a WHT440 loaded longitudinal to the grain. b WHT440 loaded perpendicular to the grain. c Single surface spline joint-loaded longitudinal to the grain. d Single surface spline joint-loaded perpendicular to the grainBack to article page