Conference and Seminar Proceedings
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The actual denomination JISDM was introduced five years ago in Hong Kong and expresses the tight collaboration between the two of the most important geodetic organisations the FIG and the IAG in the fields of deformation measurements and deformation analysis. The organising commissions within the two associations are:
| FIG | Commission 6 | Engineering Surveys | Chair: Dr. Ivo Milev, Bulgaria |
| Working Group 6.1 | Deformation Measurements and Analysis |
Chair: Prof. Dr. Wolfgang Niemeier, Germany | |
| IAG | Commission 4 | Positioning and Applications | Chair: Prof. Dr. Dorota Grejner-Brzezinska, USA |
| Sub-Commission 4.2 | Geodesy in Geospatial Mapping and Engineering | Chair: Prof. Dr. Jinling Wang, Australia | |
| Joint Working Group 0.2.1 | New Technologies for Disaster Monitoring and Management |
Chair: Prof. Dr. Ioannis Doukas, Greece |
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10:00 - 12:30 |
Welcome Sabine Seidler, Rector of TU Wien; Michael Drmota, Dean of the Faculty of Mathematics and Geoinformation of TU Wien; Wolfgang Niemeier, Chair of the FIG Working Group 6.1; Vassilis Gikas, Chair of the IAG Sub-Commision 4.1 |
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Laudation Prof. Dr.-Ing. Heribert Kahmen Wolfgang Niemeier; TU Braunschweig |
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The Role of the Deformation Monitoring in the current Global Practice of Structural Health Monitoring and Lifecycle Management of Assets Helmut Wenzel; Vienna Consulting Engineers ZT GmbH |
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Leica GeoMoS Monitoring – From any data to final information (Slides) Michael Rutschmann; Leica Geosystems |
| 14:00 |
Uncertainty Assessment in Geodetic Network Adjustment by Combining GUM and MC W. Niemeier and D. Tengen; Germany |
| 14:20 |
A Comparative Evaluation of Various Models for Displacement Prediction E.-G. Alevizakou and G. Pantazis; Greece |
| 14:40 |
Time Series Analysis of 3D Coordinates using Nonstochastic Observations (peer reviewed) H. Velsink; The Netherlands |
| 15:00 |
Analysis of Inclination Measurement by Means of Artificial Neural Networks – A Comparison of Static and Dynamic Networks (peer reviewed) L. Alkaiem, F. Keller and H. Sternberg; Germany |
| 15:20 |
Comparison of Levenberg-Marquardt and Extended Kalman Filter based Parameter Estimation of Artificial Neural Networks in Modelling Deformation Processes Sabine Horvath and Hans Neuner; Austria |
| 14:00 |
Improving the Quality of Low-Cost GPS Receivers Data for Monitoring using Spatial Correlations (peer reviewed) L. Zhang and V. Schwieger; Germany |
| 14:20 |
Potential of GPS Common Clock Single Differences for Deformation Monitoring (peer reviewed) S. Schön, H. K. Pham, T. Kersten, J. Leute and A. Bauch; Germany |
| 14:40 |
GNSS for Deformation and Geohazard Monitoring in the Swiss Alps P. Limpach, A. Geiger and H. Raetzo; Switzerland |
| 15:00 |
Analysis of 1-Hz GPS Data for the Estimation of Long-Period Surface Motion of Tohoku Mw9.0 2011 Earthquake P. A. Psimoulis, N. Houlié, M. Meindl, M. Rothacher and M. Clotaire; UK, Switzerland |
| 15:20 |
GNSS Methods in Dam Monitoring: Case Studies and Future Perspectives R. Barzaghi, N. Cazzaniga, L. Pinto and V. Tornatore; Italy |
| 16:15 |
New Concepts and Applications for Geodetical Monitoring with Fibre-optic Sensing (FOS) H. Döller and G. Neunteufel; Austria |
| 16:35 |
Monitoring of Railway Deformations using Distributed Fibre Optic Sensors F. Klug, S. Lackner and W. Lienhart; Austria |
| 16:55 |
Deformation Measurement of a Driven Pile using Distributed Fibre-optic Sensing (peer reviewed) C. Monsberger, H. Woschitz and M. Hayden; Austria |
| 17:15 |
Vibration Analysis of Bridges using Fiber Optic Sensors I. Liptak, A. Kopacik, J. Erdelyi, P. Kyrinovic and G. Patassy; Slovakia |
| 17:35 |
Modern Measurements Techniques in Structural Monitoring on Example of Ceiling Beams I. Wilczyńska and K. Ćmielewski; Poland |
| 16:15 |
Slope Monitoring employing 3D Laser Scanning A. Haring; Austria |
| 16:35 |
Challenges and Present Fields of Action at Laser Scanner Based Deformation Analyses (peer reviewed) C. Holst and H. Kuhlmann; Germany |
| 16:55 |
Viewpoint Planning for Terrestrial Laser Scanning utilising an Intensity Based Stochastic Model D. Wujanz, M. Mettenleiter, M. Burger and F. Neitzel; Germany |
| 17:15 |
First Investigations for a Synthetic Covariance Matrix for Monitoring by Terrestrial Laser Scanning (peer reviewed) S. Kauker and V. Schwieger; Germany |
| 17:35 |
Simulation of Terrestrial Laser Scanning Errors occurring during Deformation Monitoring T. Mill; Estonia |
| 8:30 |
JRP SIB60 "Metrology for Long Distance Surveying" - a Concise Survey on Major Project Results F. Pollinger et al.; Germany and others |
| 8:50 |
Highly Accurate Distance Measurement with a Frequency Comb Laser S. van den Berg, D. Voigt, A. Lesundak, S. van Eldik and N. Bhattacharya; The Netherlands, Czech Republic |
| 9:10 |
SI-Traceable High-Accuracy EDM Based on Multi-Wavelength Interferometry F. Pollinger, J. Mildner, P. Köchert, R. Yang, A. Bosnjakovic, T. Meyer, M. Wedde and K. Meiners-Hagen; Germany, China, Bosnia and Herzegovina |
| 9:30 |
Spectroscopic Inline Thermometry T. Tomberg, T. Hieta, T. Fordell and M. Merimaa; Finland |
| 9:50 |
FGI's Contribution in the JRP SIB60 "Metrology for Long Distance Surveying" J. Jokela, U. Kallio, H. Koivula and M. Poutanen; Finland |
| 8:30 |
Identification of Stable Surfaces within Point Clouds for Areal Deformation Monitoring E. Friedli and A. Wieser; Switzerland |
| 8:50 |
Highly Accurate Extrinsic Calibration of Terrestrial Laser Scanner and Digital Camera for Structural Monitoring Applications (peer reviewed) M. Omidalizarandi, J.-A. Paffenholz, U. Stenz and I. Neumann; Germany |
| 9:10 |
Using Model Selection Criteria to Determine the Optimal Number of B-spline Control Points for Areal Deformation Modelling (peer reviewed) C. Harmening and H. Neuner; Austria |
| 9:30 |
Robust Spatial Approximation of Laser Scanner Point Clouds by means of Free-Form Curve Approaches in Deformation Analysis (peer reviewed) J. Bureick, H. Alkhatib and I. Neumann; Germany |
| 9:50 |
Automated Point Cloud Processing to Increase the Accuracy of Deformation Monitoring (peer reviewed) J. Erdelyi, A. Kopacik, I. Liptak and P. Kyrinovic; Slovakia |
| 10:45 |
Investigations on the Influence of Antenna Near-field Effects and Satellite Obstruction on the Uncertainty of GNSS-based Distance Measurements (peer reviewed) F. Zimmermann, C. Eling and H. Kuhlmann; Germany |
| 11:05 |
Common Clock GNSS-baselines at PTB J. Leute, A. Bauch, S. Schön and T. Krawinkel; Germany |
| 11:25 |
Towards Kilometric Distance Measurements with Air Refractive Index Compensation J. Guillory, J.-P. Wallerand, D. Truong, R. Šmíd and C. Alexandre; France, Czech Republic |
| 11:45 |
Data Digging at the PTB Baseline - Studies to Derive Better Correction Models for Geodetic Distance Measurements D. Tengen and F. Pollinger; Germany |
| 12:05 |
Deformation Monitoring of the Submillimetric UPV Calibration Baseline L. García-Asenjo, S. Baselga and P. Garrigues; Spain |
| 10:45 |
Investigations of Low- and High-frequency Movements of Wind Power Plants Using a Profile Laser Scanner F. Schill and A. Eichhorn; Germany |
| 11:05 |
Measurement of Deflection in Concrete Beams during a Fatigue Loading Test using the Microsoft Kinect 2.0 (peer reviewed) H. Lahamy, D. D. Lichti, J. Steward, M. El-Badry and M. Moravvej; Canada |
| 11:25 |
Laser Scanner based Growth Analysis of Plants as a new Challenge for Deformation Monitoring (peer reviewed) J. Dupuis, C. Holst and H. Kuhlmann; Germany |
| 11:45 |
Applications of Terrestrial Laser Scanning for Deformation Analyses of an Adaptive Supporting Structure (peer reviewed) S. I. Poptean, A. F. Jocea, A. Schmitt, V. Schwieger, M. Heidingsfeld and O. Sawodny; Romania, Germany |
| 12:05 |
Diagnostic Use of Laser Scanning Data to Identify Current and Historical Deformations and Geometries: The Case of the Modena Cathedral C. Castagnetti, A. Capra and E. Silvestri; Italy |
| 14:00 |
Towards Deformation Monitoring with UAV-based Mobile Mapping Systems (peer reviewed) C. Eling, L. Klingbeil, M. Wieland and H. Kuhlmann; Germany |
| 14:20 |
Direct Georeferencing of a multi-sensor platform for mobile mapping applications and damage detection (peer reviewed) N. Diefenbach and A. Eichhorn; Germany |
| 14:40 |
Development of a Wireless Sensor Network System as basis for Early Warning in Slope Monitoring of the Corinth Canal G. Hloupis, C. Leoussis, V. Pagounis, M. Tsakiri, E. Vassilakis and V. Zacharis; Greece |
| 15:00 |
Open Source Software Development in Geodesy -Implementation of a Universal Automatic Deformation Monitoring System (peer reviewed) P. Engel and B. Schweimler; Germany |
| 15:20 |
On Integrated Geodetic Monitoring for Sinkhole-Induced Surface Deformation and Mass Dislocation T. Kersten, L. Timmen, S. Schön, M. Kobe, G. Gabriel and D. Vogel; Germany |
| 14:00 |
Pushing the Sensitivity Limits of TPS-based Continuous Deformation Monitoring of an Alpine Valley M. Frukacz, R. Presl, A. Wieser and D. Favot; Switzerland |
| 14:20 |
Impact of Prism Type and Prism Orientation on the Accuracy of Automated Total Station Measurements S. Lackner and W. Lienhart; Austria |
| 14:40 |
Calibration Method for IATS and Application in Multi-Target Monitoring using Coded Targets (peer reviewed) Y. Zhou, A. Wagner, T. Wunderlich and P. Wasmeier; China, Germany |
| 15:00 |
Contribution of the Image-Assisted Theodolite System QDaedalus to Geodetic Static and Dynamic Deformation Monitoring S. Guillaume, J. Clerc, C. Leyder, J. Ray and M. Kistler; Switzerland |
| 15:20 |
Improved Concepts of Using Natural Targets for Geo-monitoring A. Wagner, W. Wiedemann, P. Wasmeier and T. Wunderlich; Germany |
| 16:15 |
High Frequent Total Station Measurements for the Monitoring of Bridge Vibrations W. Lienhart, M. Ehrhart and M. Grick; Austria |
| 16:35 |
Monitoring of Oscillations and Frequency Analysis of the Railway Bridge "Sava" using Robotic Total Station A. Marendic, R. Paar, I. Grgac and D. Damjanovic; Croatia |
| 16:55 |
Combination of GPS and RTS Measurements for the Monitoring of Semi-static and Dynamic Motion of Pedestrian Bridge (peer reviewed) P. Psimoulis, I. Peppa, L. Bonenberg, S. Ince and X. Meng; UK |
| 17:15 |
Correlation of the Movements of the Severn Suspension Bridge Derived with GNSS with Temperature Variations G. W. Roberts, X. Tang and C. J. Brown; China, UK |
| 17:35 |
Analysis of Effectiveness of Steel Chimneys Vibration Dampers using Surveying Methods P. Kuras, L. Ortyl, T. Owerko, R. Kocierz, M. Kedzierski and P. Podstolak; Poland |
| 16:15 |
Development of a Novel Radar Sensor for Monitoring the Vibration Characteristics of Structures at Short Ranges G. Luzi, M. Crosetto, D. Calero and E. Fernández; Spain |
| 16:35 |
Intrinsic Random Functions for Mitigation of Atmospheric Effects in Ground Based Radar Interferometry J. A. Butt, A. Wieser and S. Conzett; Switzerland |
| 16:55 |
Exploiting Amplitude of Terrestrial Radar Data for Feature Tracking in Areal Monitoring of Inhomogeneous Surfaces S. Conzett, A. Wieser and J. A. Butt; Switzerland |
| 17:15 |
Ground Based SAR Data Analysis Tools for Deformation Monitoring M. Crosetto, O. Monserrat, G. Luzi, A. Barra and Q. Huang; Spain, China |
| 17:35 |
Bridge-Vehicle Interaction Analysis Based on Continuous GPS/IMU Vehicle Recordings and GBMI Bridge Measurements: Preliminary Results and Investigations T. Mpimis, G. Piniotis and V. Gikas; Greece |
| 8:30 |
Technologies for Dam Deformation Measurement: Recent Trends and Future Challenges M. Scaioni and J. Wang; Italy, China |
| 8:50 |
Satellite Technologies for Dam Motion Monitoring R. Cifres, G. Cooksley and E. Cifres; UK |
| 9:10 |
Vibrating Wire Strain Gauges of Ridracoli Dam: Analysis and Interpretations P. Manciola, G. Buffi, A. Gambi and F. Cortezzi; Italy |
| 9:30 |
Assessment of Long Term Pendulum and Geodetic Observations on a Concrete Arch Dam S. Gamse, M. J. Henriques and M. Oberguggenberger; Austria, Portugal |
| 9:50 |
Long-term Deformation Patterns of Earth-fill Dams Based on Geodetic Monitoring Data: the Pournari I Dam Case Study P. Michalis, S. I. Pytharouli and S. Raftopoulos; UK, Greece |
| 8:30 |
Deformation Monitoring Using Sentinel-1 SAR Data N. Deventhéry, M. Crosetto, O. Monserrat, M. Cuevas-Gonzalez and B. Crippa; Spain, Italy |
| 8:50 |
Monitoring of Deformations of Infrastructure Objects by Radar-Interferometry - Prerequisites, Potential and Limitations W. Niemeier, B. Riedel, G. Siles and F. Pratesi; Germany, Canada, Italy |
| 9:10 |
Research and Development of a Pilot Project using GNSS and Earth Observation (GeoSHM) for Structural Health Monitoring of the Forth Road Bridge in Scotland X. Meng, B. Colford, Y. Xie, P. Bhatia, A. Sowter, J. Ye, M. Skicko, M. Dimauro, M. Ge, X. Li and P. Psimoulis; UK, US, Germany |
| 9:30 |
Displacement Measurements with GNSS and Radar Interferometry above the New Alp Traverse Gotthard M. Kistler, E. Brockmann, S. Condamin, A. Schlatter, A. Wiget and L. Eggimann; Switzerland |
| 9:50 |
Satellite Techniques: New Perspectives for the Monitoring of Dams M. Corsetti, P. D'Aranno, F. Giancola, M. Marsella, S Scifoni, A. Sonnessa and M. Manunta; Italy |
| 10:45 |
Observing Slope Stability Changes on the Basis of Tilt and Hydrologic Measurements (peer reviewed) G. Mentes; Hungary |
| 11:05 |
Advantages of Deformation Measurements for Deep Excavation of an Unstable Slope in order to Implement a Hydropower Development C. Didulescu, D. Paunescua and C. Popescu; Romania |
| 11:25 |
Controlling the Damages of Physical Models of Rubble-mound Breakwaters by Photogrammetric Products - Orthomosaic and Point Clouds (peer reviewed) M. Henriques, N. Braz, D. Roque, R. Lemos and C. Fortes; Portugal |
| 11:45 |
The French National Landslide Observatory OMIV – Monitoring surface displacement using permanent GNSS, photogrammetric cameras and terrestrial LiDAR for understanding the landslide mechanisms G. Ferhat, J.-P. Malet, P. Ulrich, P. Boetzlé and J. Travelletti; France, Switzerland |
| 10:45 |
Deformation Monitoring and Monitoring Data Management at the Metro Project Cityringen Copenhagen K. Chmelina, K. Rabensteiner, A. Charalambides and M. Amrhein; Austria, Germany |
| 11:05 |
Deck and Cable Dynamic Testing of a Single-Span Bridge Using Radar Interferometry and Videometry Measurements (peer reviewed) G. Piniotis, V. Gikas, T. Mpimis and H. Perakis; Greece |
| 11:25 |
Surveying Control of the Structure of a Telescope for Observing Cosmic Very-high-energy Gamma Rays T. Owerko, R. Kocierz, P. Kuras and Ł. Ortyl; Poland |
| 11:45 |
Evaluation of the Sensitivity of 3D Monitoring Networks by Applying both Different Measurement Methods and Adjustments G. Pantazis, C. Constantinides and G. Stavrou; Greece, Cyprus |
| 12:05 |
Geophysical Assessment of Dam Infrastructure: the Mugdock Reservoir Dam Case Study P. Michalis, P. Sentenac and D. MacBrayne; UK |
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Beam Path Temperature Determination for Long Distance Measurements A. Haensel, S. van den Berg, P. Urbach and N. Bhattacharya; The Netherlands |
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Periodicities in Results of Local Deformation Monitoring of Hydropower Structures using GNSS A. Ustinov and V. Kaftan; Russian Federation |
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Enhancement of 3D Monitoring Networks Sensitivity by Low Cost Innovative Implementation G. Pantazis and E. Lambrou; Greece |
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A Comparison of Different Systems for Underground Surveying L. Redovniković, B. Stančić and D. Panić; Croatia |
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Features of Crustal Deformation Consideration in Evaluation of Real Property Units E.Podryadchikova and A. Dubrovsky; Russian Federation |
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Monitoring of Tectonic Deformation of the Gulf of California (Mexico) using GPS Measurements C. R. Moraila-Valenzuela, R. R. Andrade, G. Ferhat and J. Van der Woerd; Mexico, France |
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Levelling and Hybrid Gravimetry Monitoring Applied to Geothermal Sites of Soultz-sous-Forêts and Rittershoffen, Rhine Graben, France G. Ferhat, M. I. L. Barraza, E. Clédat, J. Hinderer, M. C. Garcia-Maroto, Y. Abdelfettah, B. Hector, U. Riccardi and J.-D. Bernard; France, Mexico, Switzerland, Spain, Italy |
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Integration of Ground-Based Monitoring Techniques to Control the Behaviour of Medium-Scale Critical Infrastructure: The Case of Arch Dam M. Corsetti, P. d'Aranno, F. Giancola, M. Marsella, A. Sonnessa, W. Wahbeh, A. Meta and L. Testa; Italy, The Netherlands |
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Absolute Distance Measurement with the Fiber Femtosecond Optical Frequency Comb T. Wu and J. Guo; China |
