Conference and Seminar Proceedings
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INGEO 2014
6th International Conference on Engineering Surveying
3-4 April 2014, Prague, Czech republic
TS1 Mathematical modelling, data processing, numerical analysis
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
TS2 Networks and GNSS application
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
TS3 Terrestrial laser scanning
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
TS4 Poster presentations
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
TS5 Deformation measurement
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
TS6 New technology in engineering surveying
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
TS7 Monitoring of structures
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
TS8 Metrology, testing and calibration
ZÁMEČNÍKOVÁ, M., NEUNER, H., PEGRITZ, S., Austria
Influence of the Incidence Angle on the Reflectorless Distance Measurement
in Close Range
2014_ingeo/TS8-01_Zamecnikova.pdf.pdf
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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