On Using 3D Support Geometries for Measuring Human-Made Corner Structures with a Robotic Total Station
暂无分享,去创建一个
Dieter Schmalstieg | Clemens Arth | Thomas Gloor | Christoph Klug | D. Schmalstieg | Clemens Arth | Christoph Klug | T. Gloor
[1] Ioannis K. Brilakis,et al. A videogrammetric as-built data collection method for digital fabrication of sheet metal roof panels , 2013, Adv. Eng. Informatics.
[2] Michael M. Scherer. Advantages of the Integration of Image Processing and Direct Coordinate Measurement for Architectural Surveying - Development of the System TOTAL - , 2002 .
[3] D. Schneider. CALIBRATION OF A RIEGL LMS-Z420i BASED ON A MULTI-STATION ADJUSTMENT AND A GEOMETRIC MODEL WITH ADDITIONAL PARAMETERS , 2009 .
[4] A. Reda,et al. Accuracy analysis and Calibration of Total Station based on the Reflectorless Distance Measurement , 2012 .
[5] Robert C. Bolles,et al. Random sample consensus: a paradigm for model fitting with applications to image analysis and automated cartography , 1981, CACM.
[6] J. E. Beavers,et al. Development and Calibration of an Earthquake Fatality Function , 2003 .
[7] Simaan M. AbouRizk,et al. Combining photogrammetry and robotic total stations to obtain dimensional measurements of temporary facilities in construction field , 2013 .
[8] Bernhard P. Wrobel,et al. Multiple View Geometry in Computer Vision , 2001 .
[9] E. Iso,et al. Measurement Uncertainty and Probability: Guide to the Expression of Uncertainty in Measurement , 1995 .
[10] Christophe Ley,et al. Detecting outliers: Do not use standard deviation around the mean, use absolute deviation around the median , 2013 .
[11] M. Juretzko. Reflektorlose Video-Tachymetrie - ein integrales Verfahren zur Erfassung geometrischer und visueller Informationen , 2004 .
[12] Michael Scherer. Intelligent Scanning with Robot-Tacheometer and Image Processing A Low Cost Alternative to 3D Laser Scanning? , 2004 .
[13] José Luis Lerma,et al. From the Conventional Total Station to the Prospective Image Assisted Photogrammetric Scanning Total Station: Comprehensive Review , 2009 .
[14] Dieter Schmalstieg,et al. Measuring Human-made Corner Structures with a Robotic Total Station using Support Points, Lines and Planes , 2017, VISIGRAPP.
[15] Werner Lienhart,et al. Image-based dynamic deformation monitoring of civil engineering structures from long ranges , 2015, Electronic Imaging.
[16] Hossein Jadidi,et al. A step-by-step construction site photography procedure to enhance the efficiency of as-built data visualization: a case study , 2015 .
[17] Martin Buss,et al. Comparison of surface normal estimation methods for range sensing applications , 2009, 2009 IEEE International Conference on Robotics and Automation.
[18] Leigh Herbert Coaker. Reflector-less total station measurements and their accuracy, precision and reliability , 2009 .
[19] T. Schulz. Calibration of a terrestrial laser scanner for engineering geodesy , 2008 .
[20] M. E. Muller,et al. A Note on the Generation of Random Normal Deviates , 1958 .
[21] David H. Eberly,et al. Geometric Tools for Computer Graphics , 2002 .
[22] W. F. Price,et al. Surveying for Engineers , 1978 .