Full text: Proceedings, XXth congress (Part 2)

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International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B2. Istanbul 2004 
other buildings into one segment during the building extraction 
step. Otherwise, the segment was found to be modified. All the 
not-altered and modified buildings were detected correctly, too. 
Only the both groups of modified buildings - added-on and 
reduced — contain ambiguities in the interpretation of the 
received results. It showed that the approach to rate all 
segments separately, i.e. the ones obtained from the elder DSM 
independently from those received analysing the newer DSM, 
already helps to interpret the majority of changes correctly. 
Nevertheless, the method can not provide the full information 
necessary in the context of disaster management. But it helps to 
extract those buildings which possibly undergone a damage by 
indicating them as reduced. Such buildings can than be 
analysed by a more sophisticated methodology, e.g. based on 
extracted CAD models, which therefore needs more processing 
time, too. As disaster management is a time-critical task, a 
prefixed fast filtering of the data, like the method presented, 
makes sense. 
Besides the application in disaster management, the results 
obtained using the approach can be used for lots of other 
purposes, too. As the object-based approach allows to detect 
changes better than a simple subtraction of DSMs, it could be 
used e.g. for a nearly automatically update of spatial databases 
in urban environments. 
Significant improvement of the method could be achieved by 
applying methods to avoid merging several buildings into one 
segment. This could for instance be done by introducing a 
segment splitting methodology based on a simultaneously 
comparison of the segments from both dates in conjunction 
with the both DSMs. 
To improve the information stored in a spatial database of urban 
areas, the buildings found to be unchanged could be used for an 
improvement of the information already stored in the database. 
For instance, a 3D-modelling of buildings could be applied for 
several dates independently and the results merged with the 
already stored 3D information to consecutively improve the 
models accuracy. 
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ACKNOWLEDGEMENTS 
The authors would like to thank Deutsche Forschungs- 
gemeinschaft (http://www.dfg.de/english/index.html) for 
funding the work through the collaborative research center 461 
(Strong earthquakes: A challenge for Geosciences and Civil 
Engineering) in the project part CS (Image Analysis in 
Geosciences and Civil engineering). The aerial photographies 
shown in the paper were kindly provided by the city of 
Karlsruhe, department 4. which is highly appreciated. 
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