Fig. 6From: Shear behavior of cross-laminated timber wall consisting of small panelsTest wall for in-plane shear test. a Single wall without panel-to-panel connection (wall S). b Wall containing horizontally extending panel-to-panel connection (wall D). (The panel-to-panel connection was made by double-spline connection). c Wall containing both vertically and horizontally extending panel-to-panel connection (wall B) [horizontally extending connection was made by 20 sets of double-spline connection (110 mm spacing); vertically extending connection was made by 18 sets of single-spline connection (120 mm spacing)]Back to article page