Beam-to-Column Connections of Laminated Timber Frame Constructions-Experimental Research

摘要

The design of a moment connection for three-dimensional wooden beam-to-column connections are relatively difficult. The complete moment transfer between beam and column is in practicality not possible. Because of the weakened cross sections in the connection area, wooden moment connections are usually used in plane frames and the bracing perpendicular to the frame is done with other methods.