This paper contains an overview and analysis of semi-rigid joints in various types of construction. The behaviour of these joints is compared with the behaviour of joints in light wood-frame structures. The results of experimental tests of joints in light wood-frame structures are presented. In the experiments, displacements were recorded to calculate the bearing of elements in the joints as well as the rotation of the loaded element relative to the supporting element in the joint. A simple numerical model describing the semi-rigid behaviour of the joint is presented.
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