Quantifying the amount of damage of structures under earthquakes is an interesting issue that researchers have
attended on and have presented some damage indices. Whereas a lot of damage indices have been introduced based on nonlinear dynamic analysis, computational effort, the calculus complicacy and time-consuming of this analysis are the main drawbacks to
widespread use of these indices. The objective of this study is to quantify the damage of Shear Wall Reinforced Concrete Frames
(SWRCFs) based on pushover analysis as a procedure that can reflect the behavior of structures from elastic to collapse. For this
purpose, firstly, several SWRCFs are designed and the capacity spectrum of each one is achieved via pushover analysis. After
that, the static damage indices of the designed frames are obtained. Then, nonlinear dynamic analyses are performed on these
frames and the Park and Ang damage index as the basis damage criterion is achieved. Afterward, some relations are presented to
predict the dynamic damage of these frames via pushover analysis. Eventually, to confirm the validity of the proposed relations,
the values of Park and Ang damage index of three new SWRCFs are acquired once utilizing nonlinear dynamic analysis and
again applying the introduced relations. Outcomes prove the validity of some presented damage indices.