Structural health monitoring of a stress-ribbon footbridge

- Continuous dynamic monitoring of a stress-ribbon footbridge during 3 years.
- Analysis of the influence of environmental and operational factors on the footbridge modal properties.
- Removal of those effects based on PCA; use of Novelty analysis to build a damage indicator.
- Demonstration of the efficiency of the described damage detection methodology.
- Simulation of realistic damage scenarios based on experimentally validated FE model.