Fig. 1From: Shear behavior of cross-laminated timber wall consisting of small panelsShear wall behavior according to failure mode. a Mode A: uplift failure at the bracket. b Mode B-1: uplift failure at the vertically extending panel-to-panel connection. c Mode B-2: shear failure at the vertically extending panel-to-panel connection. d Mode C: shear failure at the horizontally extending panel-to-panel connectionBack to article page