Incremental Dynamic Analysis of Bridge Column Seismic Vulnerability Considering Soil-Structure Interaction Effects
This study evaluates the influence of Soil–Structure Interaction (SSI) on the seismic vulnerability of a Department of Public Works and Highways–derived reinforced-concrete bridge column subjected to near-fault ground motions. Nonlinear fiber-based models were developed for fixed-base, stiff-soil, and soft-soil support...