After the capture of all required details of a building, the forms are evaluated, resulting in different damage indicators of the structural elements of a building. These, in turn, are aggregated and finally lead to the calculation of a total damage value for a building with a conclusion for further action (tear down, rebuild partially or fully, etc.). The problems with such an approach are twofold. Firstly, the data acquisition can be dangerous, as it may involve accessing of the buildings for taking measurements. Secondly, the integrated evaluation and analysis of all relevant data to calculate the damage indicator is time consuming and error prone.