Conference and Seminar Proceedings

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


©2022 FIG