Seismic Response Dataset of a Masonry Stone Arch Bridge under Near-Fault Ground Motions

This dataset includes numerical simulation data and finite element models of a masonry stone arch bridge subjected to near-fault pulse-like ground motions. Nonlinear time-history analyses were conducted using the Concrete Damage Plasticity (CDP) model in Abaqus. The dataset consists of Abaqus input files (.inp), Excel files containing displacement time histories, as well as figure and table files used for visualization and interpretation of the results. This dataset supports the evaluation of seismic performance and damage mechanisms of masonry structures.