Civil Structural Health Monitoring Workshop. Berlin. Germany. 2012. Report. The data collected in monitoring projects is typically inhomogeneous and does require new analysis methods. In this paper it is demonstrated that traditional descriptive deformation models are not suitable for the analysis of the monitoring data of complex structures like monolithic bridges. Spatially distributed measurements without connection measurements can only be linked together with cause-response deformation models incorporating a physical model of the structure. If this link can successfully be made in an Integrated Analysis then it is possible to asses if the measured deformations represent the normal structural behaviour caused by changing environmental conditions.