In this paper we described the structural performance of the moment resisting beam-column joint for glulam. The connection is composed of a couple of columns and a beam with wooden dowels or screws, so it resists moment by fasteners’ shear resistance and embedding to beam with columns. The structural key issue of the proposed joint is fracture of beam caused by a loss of section modulus. As the results of the moment resisting tests and calculations, the initial rotation stiffness and yield moment were predicted, and influencing factors were observed.
