To reduce uncertainties associated with its structural reassessment, the Zeeland Bridge in the Netherlands is currently the subject of a field lab, which will run for 2 years. In this contribution, numerical investigations to study the dependencies between variables associated with uncertain structural properties of the bridge and various response/measurement quantities are presented. Initial focus is on load testing of the bridge to obtain insight into the possibly varying response in different spans of the bridge. Parametric studies to expose input-output parameter dependencies are performed on a representative subsystem of the bridge, and the results are used to assist in the design of a measurement campaign and the development of a robust model updating strategy for the bridge.

Rail vibrations cause nuisance to people living near rail transport routes. Especially cargo transport is known to cause the highest vibration levels. The Netherlands have an intensively used railway network, forming one of the important cargo transport corridors from the Port of Rotterdam to other countries in Europe. With increasing use of the rail network, both in terms of the number of trains and higher speed of passenger trains, nuisance caused by rail vibrations is expected to increase as well. ProRail, the operator of the rail network in The Netherlands, has lauched the 'Innovatieagenda Bronaanpak Spoortrillingen' (IBS) research programme in order to develop more knowledge about rail vibrations and evaluate the effectiveness of potential mitigating measures. One of the project under this IBS research programme specifically addresses the contribution of train wheel defects to rail vibrations and their effects on nearby buildings. Witteveen+Bos is executing this project, working closely with ProRail and it's scientific partners. A measurement setup was developed optimized for linking ground vibrations to train wheels. This measurement setup has been operated at different locations along the Dutch rail network. Data analysis of the monitoring results has generated interesting insights into the characteristics of ground vibrations caused by train passages and the contribution wheel defects may have.