Experimental investigation on connections between wood framed shear walls and foundations

Light timber structures have always been considered performing well during earthquakes, because of the high ratio between strength and mass. In platform frame constructions the task of resisting to the horizontal forces (wind, earthquake) is entirely left to the shear walls. The mechanical characterization of connections between the wall panels and the foundation and between the wall panels at different storeys, is extremely important in order to investigate the global response of multi-storey building to lateral loads. To this purpose different types of commercial or ad hoc designed connections system were experimental investigated by means of monotonic and cyclic tests, in order to derive the stiffness and strength parameters. The experimental results confirmed the good mechanical behaviour of the proposed systems compared to traditional existing system. A simple engineering model is proposed to describe the force transmission mechanism between the connections elements.