T he non-linear static analysis procedure or pushover analysis is a non-linearanalysis method to evaluate the performance of earthquake-resistant buildings,where the method is able to identify the level of performance and response of thebuilding when it passes its elastic capacity due to the magnitude of the earthquake.In this study, non-linear static analysis will be carried out to evaluate theperformance of a five-story reinforced concrete structure with office functions inthe face of an earthquake, with the aim of knowing the level of performancepossessed by the building structure and knowing the response of the buildingstructure when it reaches the performance point.The analysis was carried out using the ETABS program and was based on theASCE 41-13 and ASCE 41-17 Nonlinear Static Procedure regulations alreadyinstalled in the program to evaluate the performance of the building. From theanalysis that has been carried out, it can be concluded that when it reaches theperformance point, the structure has met the safety requirements at the ultimatecondition, where there is no local collapse of the structure when it reaches theperformance point with the performance level of the structure is ImmediateOccupancy (IO). From the response of the structure obtained when it reaches theperformance point, there is the plastic hinges mechanism starting from the beam tothe column from the 1st floor to the roof floor, and based on the capacity curve it can be seen that when it reaches the performance point, the behavior of the Ydirectionstructure is more ductile compared to the X direction, it can be seen fromthe ductility value of the Y-direction structure, μStrength-y = 4,496687, which isgreater than the ductility value of the X-direction structure, μStrength-x = 4,290352.