Fig. 11
From: Shear behavior of cross-laminated timber wall consisting of small panels
Global displacement according to the presence of panel-to-panel connection (kinematic model calculation). *All test walls have the same dimension (2400Â mm in length and 2400Â mm in height). All test walls have the same boundary condition in the bracket. Wall S2400 does not have any panel-to-panel connection. Wall D2400 has HE connections in the middle. Wall B2400 has VE and HE connections at 2000Â mm height