Fatigue behavior of glulam moment resisting joint subjected to repeated cyclic loading has not been well clarified. In addition, the accuracy of conventional design formulae for rotational stiffness and yield/ultimate moment should be discussed especially related to the method to obtain material properties. In this research, repeated cyclic loading tests were conducted for drift pined joints with insert-steel gusset plate and tensile-bolted joint. Deterioration of strength and energy dissipation is focused on. The dependency of the performance on the material properties is also investigated through sensitivity analysis.
