Academic literature on the topic 'Geodetic reference frame'

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Journal articles on the topic "Geodetic reference frame"

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Ma, C., E. F. Arias, T. M. Eubanks, et al. "Formation of The International Celestial Reference Frame." Highlights of Astronomy 11, no. 1 (1998): 281–86. http://dx.doi.org/10.1017/s153929960002075x.

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The goal of the work described here is to create the definitive catalogue for the new International Celestial Reference Frame (ICRF) using the best data and methods available at the time the work was done. This work is the joint cooperative effort of a subgroup of the IAU Working Group on Reference Frames which was formed expressly for this purpose in February 1995. The authors of this report constituted the subgroup. A fuller account of this report can be found in the introduction to the ICRF catalog (IERS 1997).The ICRF of 608 sources presented here is based on essentially all the VLBI obser
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Bovshin, N. A. "High-precision GNSS-positioning in GSK-2011 reference frame." Geodesy and Cartography 944, no. 2 (2019): 2–14. http://dx.doi.org/10.22389/0016-7126-2019-944-2-2-14.

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The paper deals with a high-precision geodetic network densification by means of GNSS based geodetic solutions, in the view of the fact that the initial data are represented in different reference frames. Indeed, reference station positions are represented in GSK-2011 terrestrial reference frame whereas GNSS satellites` ephemeris are represented in other reference frames, such as ITRFs, WGS84, etc. Two methods are considered in the paper to provide GNSS observations with a correct processing procedure
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Doukas, Ioannis D., Dimitrios Ampatzidis, and Vassileios Kampouris. "THE VALIDATION OF THE TRANSFORMATION BETWEEN AN OLD GEODETIC REFERENCE FRAME AND A MODERN REFERENCE FRAME, BY USING EXTERNAL SPACE TECHNIQUES SITES: THE CASE STUDY OF THE HELLENIC GEODETIC REFERENCE SYSTEM OF 1987." Boletim de Ciências Geodésicas 23, no. 3 (2017): 434–44. http://dx.doi.org/10.1590/s1982-21702017000300029.

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Abstract: Many of the old geodetic reference frames which realized in the previous decades using classical observations carry biases. These biases are mainly caused due to the problematic observations and/or the tectonic motion. That is the case of the official Greek geodetic reference frame which consists of classical and satellite observations. Herein, we present a rigorous approach of the reconstruction of the Greek official reference frame based on the modern geodetic reference frames and their ability to express the spatial position and the dynamic change of the stations. We applied the r
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Kim, Su-Kyung, and Tae-Suk Bae. "Long-Term GNSS Analysis for Local Geodetic Datum After 2011 Tohoku Earthquake." Journal of Navigation 71, no. 1 (2017): 117–33. http://dx.doi.org/10.1017/s0373463317000595.

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The current Korean national geodetic reference frame, KGD2002, refers to the fixed epoch at 2002·0 under the assumption that there is no crustal movement of the Korean peninsula. A discontinuity in the coordinates of the reference stations may occur due to the relocation of the stations, antenna replacement, or earthquakes. The static reference frame has difficulty in covering continuous and/or discontinuous crustal movements at the same time. A new dynamic local geodetic reference frame has been calculated based on eight years (2007–2014) of Global Navigation Satellite System (GNSS) data. The
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Smith, David E., Demos C. Christodoulidis, Ron Kolenkiewicz, et al. "A global geodetic reference frame from LAGEOS ranging (SL5.1AP)." Journal of Geophysical Research 90, B11 (1985): 9221. http://dx.doi.org/10.1029/jb090ib11p09221.

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Cannavò, Flavio, and Mimmo Palano. "Defining Geodetic Reference Frame using Matlab®: PlatEMotion 2.0." Pure and Applied Geophysics 173, no. 3 (2015): 937–44. http://dx.doi.org/10.1007/s00024-015-1112-z.

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Papadopoulos, Nestoras, Melissinos Paraskevas, Ioannis Katsafados, Georgios Nikolaidis, and Euagelos Anagnostou. "Deformation detection through the realization of reference frames." Journal of Applied Geodesy 14, no. 2 (2020): 133–48. http://dx.doi.org/10.1515/jag-2019-0056.

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AbstractHellenic Military Geographical Service (HMGS) has established and measured various networks in Greece which constitute the geodetic infrastructure of the country. One of them is the triangulation network consisting of about 26.000 pillars all over Greece. Classical geodetic measurements that held by the Hellenic Military Geographic Service (HMGS) through the years have been used after adjustment for the state reference frame which materializes the current Hellenic Geodetic Reference System of 1987 (HGRS87). The aforementioned Reference System (RS) is a static one and is in use since 19
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Lösler, Michael, Cornelia Eschelbach, and Stefan Riepl. "A modified approach for automated reference point determination of SLR and VLBI telescopes." tm - Technisches Messen 85, no. 10 (2018): 616–26. http://dx.doi.org/10.1515/teme-2018-0053.

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AbstractThe International Terrestrial Reference Frame (ITRF) is derived by combining several space geodetic techniques. Basically, a meaningful combination of the geodesic space techniques is impossible without further geometrical information, i. e. local-ties. Local-tie vectors are defined between the geometrical reference points of space geodetic techniques at co-location stations. These local-ties are introduced during the inter-technique combination process, to overcome the weak physical connection between the space geodetic techniques. In particular, the determination of the reference poi
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Ayodele, E. G., C. J. Okolie, C. U. Ezeigbo, and F. A. Fajemirokun. "Evaluating the Stability and Adequacy of NIGNET for the Definition of Nigerian Geodetic Reference Frame." Nigerian Journal of Technological Development 17, no. 1 (2020): 1–12. http://dx.doi.org/10.4314/njtd.v17i1.1.

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A set of Continuously Operating Reference Stations (CORS) distributed all over Nigeria constitutes the Nigerian GNSS Reference Network referred to as NIGNET. Global Navigation Satellite System (GNSS) is a system tha uses satellites for autonomous position determination, and is a critical component of the modern-day geodetic infrastructure and services. Using CORS provide geodetic controls of comparable accuracy and a better alternative to the classical geodetic network. As the NIGNET infrastructure is utilised for different geodetic applications, it has become necessary to evaluate the suitabi
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Bovshin, N. A. "On perfecting the employment of GSK-2011 reference frame in the Far East territory." Geodesy and Cartography 951, no. 9 (2019): 2–9. http://dx.doi.org/10.22389/0016-7126-2019-951-9-2-9.

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ITRFs and ITRF like reference frames have a drawback that limits or makes its wide use difficult while surveying in the Russian Federation. These are significant velocities of changing geodetic stations’ coordinates throughout the entire territory. It leads to necessity of reducing reference geodetic stations and survey points positions from reference epoch to observation ones and vice versa. To avoid this necessity for the most of surveys in the Russian Federation territory, a transformation model [1] of relative behaviour of GSK-2011 and ITRF-2014 reference frames was created. Unfortunately,
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Dissertations / Theses on the topic "Geodetic reference frame"

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König, Daniel [Verfasser], and B. [Akademischer Betreuer] Heck. "Determining a Terrestrial Geodetic Reference Frame Following the Integrated Approach of Space Geodesy / Daniel König. Betreuer: B. Heck." Karlsruhe : KIT-Bibliothek, 2013. http://d-nb.info/1044956119/34.

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Njoroge, Mary Wambui. "Is Nubia Plate Rigid? A Geodetic Study of the Relative Motion of Different Cratonic Areas within Africa." Scholar Commons, 2015. http://scholarcommons.usf.edu/etd/6003.

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The Nubia plate is normally considered to be a rigid plate and as such used in the realization of terrestrial reference frame. Gondwana breakup plate reconstruction, the Cameroon volcanic line, seismicity, and the morphology of the Okavango rift zone (ORZ) suggest the presence of internal deformation within the Nubia plate. To test this hypothesis, six different reference frames were developed from the velocity field of three individual regions (West, Central and South), and of different combinations of them (West+Central, South+Central, and Nubia as a whole). The residual velocities with resp
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Lösler, Michael, Torsten Lossin, Alexander Neidhardt, and Rüdiger Lehmann. "Untersuchung zur automatisierten Bestimmung des IVS-Referenzpunktes am TWIN Radioteleskop Wettzell." Hochschule für Technik und Wirtschaft Dresden, 2015. http://nbn-resolving.de/urn:nbn:de:bsz:520-qucosa-159760.

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Die Verknüpfung von geodätischen Raumtechniken wie GNSS, DORIS, SLR oder VLBI zur Ableitung eines geodätischen Referenzrahmens wie dem ITRF gelingt erst durch sogenannte Kolokationsstationen. Die geometrischen Beziehungen zwischen den betriebenen Raumtechniken sind dabei aus präzisen lokalen Vermessungen abzuleiten. Es wird ein Konzept zur automatisierten Bestimmung des IVS-Referenzpunktes am TWIN Radioteleskop Wettzell vorgestellt. Erste Untersuchungsergebnisse werden präsentiert.
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Lösler, Michael, Torsten Lossin, Alexander Neidhardt, and Rüdiger Lehmann. "Untersuchung zur automatisierten Bestimmung des IVS-Referenzpunktes am TWIN Radioteleskop Wettzell." Hochschule für Technik und Wirtschaft Dresden, 2014. https://htw-dresden.qucosa.de/id/qucosa%3A23284.

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Die Verknüpfung von geodätischen Raumtechniken wie GNSS, DORIS, SLR oder VLBI zur Ableitung eines geodätischen Referenzrahmens wie dem ITRF gelingt erst durch sogenannte Kolokationsstationen. Die geometrischen Beziehungen zwischen den betriebenen Raumtechniken sind dabei aus präzisen lokalen Vermessungen abzuleiten. Es wird ein Konzept zur automatisierten Bestimmung des IVS-Referenzpunktes am TWIN Radioteleskop Wettzell vorgestellt. Erste Untersuchungsergebnisse werden präsentiert.
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Caccamise, Dana John II. "Geodetic and Oceanographic Aspects of Absolute versus Relative Sea-Level Change." The Ohio State University, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1543357751520828.

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Abbondanza, Claudio <1977&gt. "Local Ties, VLBI-GPS eccentricities and Combination of Geodetic Reference Frames: a critical investigation applied to the co-located observatory of Medicina." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2008. http://amsdottorato.unibo.it/1174/.

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Chen, Lu-An, and 陳律安. "Relative Precision Analysis of Taiwan Geodetic Control Station between Different International Terrestrial Reference Frame." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/27170502061245808888.

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碩士<br>國立中興大學<br>土木工程學系所<br>104<br>Since 2012, TWD97 has been adopted as the Geodetic Datum in Taiwan. The epoch was set at 2010.0 and the ITRF94 was retained as the legal reference frame. The original survey was performed under ITRF2005. The results were converted to ITRF94 through secondary frame transformation and used as the current legal reference frame in Taiwan. For determining the influences that the secondary frame transformation of original survey results has on the relative precision of Taiwan geodetic control station, the present study adopted the following three analysis methods: (
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Books on the topic "Geodetic reference frame"

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Drewes, Hermann, ed. Geodetic Reference Frames. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00860-3.

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Bruijne, Arnoud de, and Gert Brand. De geodetische referentiestelsels van Nederland: Definitie en vastlegging van ETRS89, RD en NAP en hun onderlinge relaties = Geodetic reference frames in the Netherlands : definition and specification of ETRS89, RD and NAP, and their mutual relationships. Nederlandse Commissie voor Geodesie, 2005.

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Geodetic Reference Frames Iag Symposium Munich Germany 914 October 2006. Springer, 2009.

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Geophysical Studies Related to Geodetic Reference Frames (Ad A220 249/Ll). Natl Technical Information, 1990.

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Drewes, Hermann. Geodetic Reference Frames: IAG Symposium Munich, Germany, 9-14 October 2006. Springer, 2014.

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Deruelle, Nathalie, and Jean-Philippe Uzan. Riemannian manifolds. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198786399.003.0042.

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This chapter introduces the Riemann tensor characterizing curved spacetimes, and then the metric tensor, which allows lengths and durations to be defined. As shown in the preceding chapter, ‘absolute, true, and mathematical’ spacetimes representing ‘relative, apparent, and common’ space and time in Einstein’s theory are Riemannian manifolds supplied with a metric and its associated Levi-Civita connection. Moreover, this metric simultaneously describes the coordinate system chosen to reference the events. The chapter begins with a study of connections, parallel transport, and curvature; the com
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Book chapters on the topic "Geodetic reference frame"

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Altamimi, Z. "The International Terrestrial Reference Frame (ITRF2005)." In Geodetic Reference Frames. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00860-3_12.

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Bruyninx, C., Z. Altamimi, C. Boucher, et al. "The European Reference Frame: Maintenance and Products." In Geodetic Reference Frames. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00860-3_20.

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Martínez, W. A., and L. Sánchez. "Realization of the SIRGAS Reference Frame in Colombia." In Geodetic Reference Frames. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00860-3_29.

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Freymueller, J. T. "Seasonal Position Variations and Regional Reference Frame Realization." In Geodetic Reference Frames. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00860-3_30.

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Bosy, J., B. Kontny, and A. Borkowski. "IGS/EPN Reference Frame Realization in Local GPS Networks." In Geodetic Reference Frames. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00860-3_31.

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Schaffrin, B., and A. Wieser. "Empirical Affine Reference Frame Transformations by Weighted Multivariate TLS Adjustment." In Geodetic Reference Frames. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00860-3_33.

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Gambis, D., R. Biancale, T. Carlucci, et al. "Combination of Earth Orientation Parameters and Terrestrial Frame at the Observation Level." In Geodetic Reference Frames. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00860-3_1.

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Herring, T. A., Z. Altamimi, H. P. Plag, and P. Poli. "The future geodetic reference frame." In Global Geodetic Observing System. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-02687-4_8.

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Meisel, B., D. Angermann, and M. Krügel. "Influence of Time Variable Effects in Station Positions on the Terrestrial Reference Frame." In Geodetic Reference Frames. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00860-3_14.

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Bizouard, Christian, and Daniel Gambis. "The Combined Solution C04 for Earth Orientation Parameters Consistent with International Terrestrial Reference Frame 2005." In Geodetic Reference Frames. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00860-3_41.

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Conference papers on the topic "Geodetic reference frame"

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Schlueter, Wolfgang, Hayo Hase, and Armin Boeer. "TIGO: a geodetic observatory for the improvement of the global reference frame." In Remote Sensing, edited by Ulrich Schreiber and Christian Werner. SPIE, 1999. http://dx.doi.org/10.1117/12.373022.

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Sindoni, Giampiero, Claudio Paris, Cristian Vendittozzi, Erricos C. Pavlis, Ignazio Ciufolini, and Antonio Paolozzi. "The Contribution of LARES to Global Climate Change Studies With Geodetic Satellites." In ASME 2015 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/smasis2015-8924.

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Satellite Laser Ranging (SLR) makes an important contribution to Earth science providing the most accurate measurement of the long-wavelength components of Earth’s gravity field, including their temporal variations. Furthermore, SLR data along with those from the other three geometric space techniques, Very Long Baseline Interferometry (VLBI), Global Navigation Satellite Systems (GNSS) and DORIS, generate and maintain the International Terrestrial Reference Frame (ITRF) that is used as a reference by all Earth Observing systems and beyond. As a result we obtain accurate station positions and l
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Odalovic, Oleg. "TRANSFORMATION OF CLASSICAL GEODETIC CONTROL NETWORKS 7TO INTERNATIONAL TERESTRICAL REFERENCE FRAME BY TRANSFORMATION GRIDS." In 13th SGEM GeoConference on INFORMATICS, GEOINFORMATICS AND REMOTE SENSING. Stef92 Technology, 2013. http://dx.doi.org/10.5593/sgem2013/bb2.v2/s09.066.

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Glaser, Susanne, Grzegorz Michalak, Rolf Konig, Benjamin Mannel, and Harald Schuh. "Future GNSS Infrastructure for Improved Geodetic Reference Frames." In 2020 European Navigation Conference (ENC). IEEE, 2020. http://dx.doi.org/10.23919/enc48637.2020.9317460.

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Cabanes, Jose Luis, Federico Iborra-Bernad, and Carlos Bonafé-Cervera. "Reconstrucción virtual de ambientes urbanos a partir de fotografías históricas a través de Image Based Animations (IBA). La Plaza de la Virgen de Valencia alrededor de 1870." In 24th ISUF 2017 - City and Territory in the Globalization Age. Universitat Politècnica València, 2017. http://dx.doi.org/10.4995/isuf2017.2017.6055.

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Reconstrucción virtual de ambientes urbanos a partir de fotografías históricas a través de Image Based Animations (IBA). La Plaza de la Virgen de Valencia alrededor de 1870. Jose Luis Cabanes Ginés¹, Federico Iborra Bernad², Carlos Bonafé Cervera3 ¹Departamento de Expresión Gráfica Arquitectónica. Universidad Politécnica de Valencia. Caminio de Vera s/n 46022 Valencia. 2Departamento de Composición Arquitectónica. Universidad Politécnica de Valencia. Caminio de Vera s/n 46022 Valencia 3Departamento de Ing. Cartográf. Geodesia y Fotogramtría. Universidad Politécnica de Valencia. Caminio de Vera
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