Dry-bolted connections in precast wall construction simplify the assembly process and offer significant advantages in terms of construction speed and cost. This paper describes an experimental study conducted to evaluate the performance of bolted connections in composite precast wall construction, focusing on three different solutions specifically developed for this purpose. To assess the structural performance of the wall system and the reliability of these connections, cyclic loading tests under tension were carried out. The results, including damage and failure modes, energy dissipation capacity, strength, and stiffness, are presented and discussed. Based on the findings of this investigation, several recommendations are provided.