It is important to recognize the areas of dissipation that occur in the general behavior of the wooden walls. Energy dissipation occurs at the connections. Ductility depends on the quantity and type of panel-frame connections (pins, screws, bolts and nails). Special attention will be given to the narrowing of the cycles of a hysteresis (pinching effect), and to the degradation of stiffness and resistance. Both effects are mainly caused by crushing the wood in the connections. It is essential to ensure that damage is in such connections, to protect the areas of the panels and the frame elements that support gravitational vertical loads. It is convenient to use reinforced connection systems to reduce rehabilitation costs after an event in a country of seismic recurrence such as: Chile. Unlike the light-framed systems, the studs of the walls to be tested in these type of joint tests would be reconstituted wood (LSL), steel or concrete, with CLT panels, among others. After experimental work, numerical modelling for simulating the static and dynamic behavior for these hybrid connections was also investigated. It is essential to advance the reproduction of results for the use of this material (CLT) as a structural alternative, while using ductile connection systems with the support of other materials. On the other hand, if the benefit of the increased ductility of the wall connections is taken into account, this system could compete internationally against the wall system in CLT. In addition, it has been found that existing hysteretic models like the modified Stewart hysteretic model (MSTEW) fit for modelling purposes.