Ductile Moment‐Resisting Timber Connections: A Review

Abstract

In the last two decades, high‐rise timber buildings have been built using the glulam truss system, even with limited openings. Moment‐resisting timber frames (MRTF) with semi‐rigid beam-to‐column connections can be an architecture‐friendly way to provide a load‐carrying system to vertical and horizontal loads for timber buildings. In these structures, connections of adequate ductility are crucial to ensure robustness and energy dissipation. This paper presents a review of the main types of timber beam–column moment connections with improved ductility and proposes to carry out a ductility assessment of these connections based on the most relevant ductility factors. Joints have a significant influence on the global performance of MRTF, and the application of ductile connections have improved the mechanical parameters of the timber frame. The reinforced bolted slotted‐in steel plate and glued‐in rods connections have similar mechanical performance, with high rotation capacity and good ultimate moment, but exhibited different failure modes under cyclic loading. The connections were classified within ductility classes. In general, the glued‐in steel rods presented better results because of the high influence of steel profiles in the connection yielding. Despite the excellent mechanical behavior, the reinforced bolted slotted‐in steel plate connections presented medium ductility values.