This document presents information on a student project about drift control of reinforced concrete buildings. The objectives are to study the effects of column shape, beam size, and inclusion of shear walls on story drift. It will involve modeling a test building in ETABS software and conducting a parametric study by varying geometric parameters. The thesis will include chapters on introduction and literature review, building modeling and analysis, parametric study results, and conclusions. It discusses the role of shear walls in resisting lateral loads and definitions of total and interstory drift. A brief history of structural failures related to wind is also presented.