Precast column-beam connections directly affect the behavior of the structure under acting loads. The connections constitute the resistance of the building system by providing force transfer between the elements. In recent years, the increasing number of precast structures and the problems seen in earthquakes have increased the significance of research in this subject. In the earthquakes experienced in our country in 2023, it was seen that the bolted connections in precast structures were damaged, causing serious problems in the structure and the connections were weak against the acting loads. It was observed that the damage to the connections caused major damage to the whole structure. This situation necessitated a re-evaluation of the connections. In this context, the structural performance of three different connections, namely monolithic, bolted and angled, were analytically evaluated in this study. The connection types found in the literature and frequently used today are taken into consideration. The structural performance, collapse type, load and displacement capacities of the connection types were investigated with ABAQUS software under vertical load effect. Proper use of concrete and steel materials and nonlinear behavior in accordance with material properties are taken into account. In this context, the parameters of the use of bolts, angled plates and nuts were evaluated in the study. As a result, capacity loss was reduced by increasing the number and efficiency of connections from precast to monolithic joints. The performance of the angled connection was found to be significantly higher than that of the bolted connection. It was also concluded that the connection types should be designed in accordance with the load type.