This document presents an incremental dynamic analysis of reinforced concrete buildings with 7 and 11 stories. IDA involves applying earthquake ground motions of increasing intensity to structural models until collapse. The 7-story building was found to yield at 0.29g and collapse at 0.37g, while the 11-story building yielded at 0.61g and collapsed at 0.73g. The analysis was conducted using SeismoStruct to model the buildings and evaluate response parameters like interstory drift ratio and base shear.