Search
Now showing items 1-2 of 2
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling
Publisher: American Society of Civil Engineers
Abstract: Cross-laminated timber (CLT) buildings are constructed by connecting CLT panels with dowel-type fasteners and mechanical anchors, which govern the lateral behavior of these structures. Although these connections are mostly ...
CLT Shear Walls Anchored with Shear-Tension Angle Brackets: Experimental Tests and Finite-Element Modeling
Publisher: ASCE
Abstract: Due to the high in-plane stiffness and strength capacity of cross-laminated timber (CLT) panels, the mechanical behavior of CLT shear walls is mainly influenced by the mechanical performances of the connections. Several ...