The author would like to thank Dr. Sritharan for the opportunity to work on the project. His continued support towards the success of the project was greatly appreciated, especially during the times when it seemed like the project was at a standstill.The author would also like to thank his family and friends for their unrelentless support throughout the research process. The author was lucky enough to have such a wonderful group of people around him to provide love and understanding.
xv
ABSTRACTIn the field of bridge engineering, columns supported on cast-in-drilled-hole (CIDH) shafts are common due to the elimination of a column-foundation connection, simplicity of construction and reduced construction costs. Due to these benefits, this combination of column and foundation is frequently used in high seismic regions. The modeling of lateral load behavior of the column-shaft system, however, is a complex matter due to the effects of soil-foundation-structure-interaction (SFSI). The research presented within this project