Experimental static and seismic behaviour of glulam beam-to-column connection with screwed-in threaded rod joints

To evaluate the static and seismic behaviour of glulam beam-to-column connections with screwed-in threaded rods, nine specimens grouped in three were tested under both monotonic reversed cyclic loads. The failure modes, moment resistance, initial rotation stiffness, ductility, energy dissipation capacity developed investigated. results indicated that showed superior structural performance. Furthermore, introduction a steel bracket, hybrid rod connection features larger higher load-carrying capacity, remarkable better capacity. main modes included yielding brackets, as well or rupture which ductile behaviour. columns stiffness than those columns, is reasonable for bigger compressive deformation columns.