This document summarizes a study on evaluating the performance of intake tower dams in India during recent earthquakes. Intake towers are tall, hollow reinforced concrete structures that form the entrance to reservoir outlet works. The study aims to understand how parameters like depth of submergence, wall thickness, and slenderness ratio affect the dynamic behavior of intake towers during earthquakes. A simplified circular cylindrical tower model was analyzed in SAP2000 considering hydrodynamic added mass from surrounding and inside water. Dynamic analyses including modal and time history analyses were performed for different soil conditions and earthquakes in India from 2005-2013. The results show the effect of these parameters and soil conditions on the displacement and acceleration response of the intake towers.