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| TS1 Mathematical modelling, data processing, numerical analysis |
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MARENDIĆ, A., PAAR, R., DUVNJAK,I., BUTERIN, A., Croatia
Determination of dynamic displacements of the roof of sports hall Arena Zagreb |
MILOVANOVIĆ, B., BOZIĆ, B., GOSPAVIĆ, Z., PEJOVIĆ, M., Serbia
Comparison of ARX- and AR- Models and of the Assumed Form of the Transfer Function when Examining Settlement of the Building |
JAŠEK, P., ŠTRONER, M., Czech Republic
Denoising of laser scanning data using wavelet |
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| TS2 Networks and GNSS application |
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NOVAKOVIĆ, G., MARENDIĆ, A., OREŠKOVIĆ, V., Croatia
Quality control of the reference network of the tunnel Mala Kapela using the standards for expressing geospatial positional accuracy |
TRIFKOVIĆ, M., NESTOROVIĆ, Z., MILUTINOVIĆ, T., PEJIČIĆ, G., Republic of Srpska, B&H
Geodetic networks for hydropower plant system "Dabar" Republic of Srpska - BiH |
WUNDERLICH, Th. A., Germany
Optical plumbing versus RTK-GNSS – staking-out on high levels |
MENTES, G., BÁNYAI, L., Hungary
Observation of landslides movements by geodetic and borehole tilt measurements |
PAAR, R., NOVAKOVIĆ, G., KOLOVRAT, D., Croatia
Vertical component quality comparison of GPS RTK method in combination with laser system vs. conventional methods for height determination |
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| TS3 Terrestrial laser scanning |
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KŘEMEN,T., ŠTRONER, M., TŘASÁK, P., Czech Republic
Determination of the pavement elevations by the 3D scanning system and its verification |
ERDÉLYI, J., KOPÁČIK, A., ILKOVIČOVA, Ľ., LIPTÁK, I., KAJÁNEK, P., Slovakia
Deformation monitoring of a parabolic roof structure using TLS |
KOUŘIM, B., LECHNER, J., Czech Republic
Assessment of the accuracy of methods of mobile laser scanning |
INCOUL, A., NUTTENS, T., DE MAEYER, P., SEUBE, N., STAL, C.,TOUZÉ, T., DE WULF, A., Belgium and France
Mobile laser scanning of intertidal zones of beaches using an amphibious vehicle |
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| TS4 Poster presentations |
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KAŠPAR, M., POSPÍŠIL, J., Czech Republic
Activity of the Working Group 6E FIG in the years 1988-1998 |
PANDŽIĆ, J., ERIĆ, V., BOŽIĆ, B., PEJIĆ, M., Serbia
The accuracy analysis of construction planes obtained by Leica ScanStation P20 |
NESTOROVIĆ, Z., Serbia
Geodetic precise measurements of directions with extremely short lines of sight |
POSPÍŠILOVÁ, L., POSPÍŠIL, J., Czech Republic
Impact of the Target Configuration to the Precision of Total Station Measurement |
ILKOVIČOVÁ, Ľ., ERDÉLYI, J., KOPÁČIK, A., Slovakia
Positioning in Indoor Environment using QR Codes |
TUCIKEŠIĆ, S., GUČEVIĆ, J., Serbia
A-priori accuracy of 1D coordinates in the network of combined levelling |
PRIKRYL, M., KUTIL, L., Czech Republic
Consequences of a complex using of 3D approach in the implementation of the road reconstruction - usage of TLS stop&∓go and usage of paving control system for milling machines |
KAJÁNEK, P., KOPÁČIK, A., Slovakia
Testing the possibilities of using IMUs with different types of movements |
ALIŠIĆ, I., MASTELIĆ IVIĆ, S., TOMIĆ, H., TOMLJENOVIĆ,M., Croatia
From decision support system to urban land readjustment |
VRANIĆ, S., JURAKIĆ, G., MATIJEVIĆ, H., Croatia
Modelling and dissemination of land survey data |
URBAN, R., ŠTRONER, M., JURGA, V., Czech Republic
Development of bridge deflections in the 24-hours cycle |
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| TS5 Deformation measurement |
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BERAN, T., DANISCH, L., CHRZANOWSKI, A., BAZANOWSKI, M., Canada
Measurement of Deformations by MEMS Arrays, Verified at Sub-millimetre Level Using Robotic Total Stations |
FRAŠTIA, M., MARČIŠ, M., TRHAN, O. Slovakia
Deformation measurements of gabion walls using image based modeling |
MILL, T., ELLMANN, A., Estonia
Terrestrial laser scanning technology for deformation monitoring of a large suspension roof structure |
STANČIĆ, B., ROIĆ, M., MAĐER, M., VIDOVIĆ, A., Croatia
Building information management based on total station measurements and laser scanning |
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| TS6 New technology in engineering surveying |
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NIEMEIER, W., LEHMANN, M., Germany
Slow motion deformations: Potential and quality assessment of ground based radar systems |
TALICH, M., GLÖCKNER, M., BÖHM, O., ANTOŠ, F., SOUKUP, L., HAVRLANT, J., ŠOLC, J., Czech Republic
The application of the ground-based InSAR technique for the deformation monitoring of concrete hydropower dam Orlík on Vltava river |
LIPTÁK, I., ERDÉLYI, J., KYRINOVIČ, P., KOPÁČIK, A., Slovakia
Monitoring of bridge dynamics by radar interferometry |
VASIĆ, D., NINKOV, T., BULATOVIĆ, V., SUŠIĆ, Z., MARKOVIĆ, M., Serbia
Terrain Mapping by Applying Unmanned Aerial Vehicle and Lidar System for the Purpose of Designing in Serbia |
NUTTENS, T., STAL, C., DE BACKER, H., SCHOTTE, K., VAN BOGAERT, V., DE WULF, A., Belgium
Assessment of the tidal influences on tunnels based on different monitoring techniques: laser scanning, levelling and strain gauges |
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| TS7 Monitoring of structures |
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BRAUN, J., ŠTRONER, M., Czech Republic
Geodetic measurement of longitudinal displacements of the railway bridge |
GUČEVIĆ, J., DELČEV, S., OGRIZOVIĆ, V., PEJIĆ, M., POPOVIĆ, J., PEJOVIĆ, M., Serbia
Geodetic works during the estimation of the vertical displacement of a bridge under a load test |
ŠTRONER, M., URBAN, R., KUBÍN, T., Czech Republic
Stability determination of the surface area of the Prague castle by the periodically measured levelling network and robust analysis |
BUREŠ, J., ŠVÁBENSKÝ, O., KALINA, M., Czech Republic
Long-term deformation measurements of atypical roof timber structures |
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| TS8 Metrology, testing and calibration |
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ZÁMEČNÍKOVÁ, M., NEUNER, H., PEGRITZ, S., Austria
Influence of the Incidence Angle on the Reflectorless Distance Measurement in Close Range |
BRAUN, J., ŠTRONER, M., Czech Republic
The accuracy of electronic distance meters over short distances |
REDOVNIKOVIĆ, L., IVKOVIĆ, I., CETL, V., SAMBUNJAK, I., Croatia
Testing DistoX device for measuring in the unfavourable conditions |
BRAUN, J., DVOŘÁČEK, F., ŠTRONER, M., Czech Republic
Absolute baseline for testing electronic distance meters |
SOKOL, Š., BAJTALA, M., JEŽKO, J., Slovakia
Verification of selected precision parameters of the Trimble S8 DR Plus Robotic total station |
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