Dataset: Sensitivity Analysis of a Pedestrian Footbridge Dynamic Response to a Running Load

Dataset accompanying the conference paper "Sensitivity Analysis of a Pedestrian Footbridge Dynamic Response to a Running Load" (Dvořák, Kala, Rybák; Brno University of Technology, Faculty of Civil Engineering), presented at ICNAAM 2026. The dataset contains the results of a global sensitivity analysis of a concrete-filled steel arch pedestrian footbridge (span 70.985 m) subjected to a running load, evaluated by transient finite element analysis in ANSYS. Sensitivity was quantified by the Coefficient of Prognosis (CoP) within the Metamodel of Optimal Prognosis (MOP) framework in ANSYS optiSLang, using 45 designs from Space Filling Latin Hypercube Sampling across seven input parameters (concrete elastic modulus, arch plate thicknesses, structural damping ratio, concrete and steel density factors, jogger force amplitude). Files: AMOP.omdb (full optiSLang project with metamodels and sensitivity results), CoP matrix - Full.csv (complete CoP matrix for all monitored responses), CoP matrix - Table 2.csv (reduced matrix matching Table 2 of the paper). See README.md for full file descriptions. The research was co-funded by the European Union under the project INODIN, no. CZ.02.01.01/00/23_020/0008487, and by the Czech Science Foundation under project GAČR 26-20456S.