Reports on Geodesy and Geoinformatics: A New Step in the
Journal’s History

<abstract xmlns="http://www.w3.org/1999/xhtml"> The laser scanning technology offers quite new possibilities in the field of the existing monitoring of engineering structures. The basic advantage of the laser scanning technology is huge amount of measuring observations and practically complete geometric and spectral information about the measured structures, which may be required within the short time. In the context of detection of threatens related to deformations and displacements of building structures, the surface - quasi-continuous distribution of measuring points is one of the most important factors. which ensure the possibility to perform correct evaluation of safety conditions of investigated structures. The proposed technological solution offers a series of new possibilities and the resulting methodology of determination of deformations and displacements of various structures, will considerably increase the scope of possible works and analyses. This will also create the new segment of data, which will result in delivery of additional information concerning conditions of the structure to experts from various fields, such as, among others, civil engineering, construction or geotechnique, who monitor the given structure.</abstract>

MONITORING TECHNICAL CONDITIONS OF ENGINEERING STRUCTURES USING THE TERRESTRIAL LASER SCANNING TECHNOLOGY

<abstract xmlns="http://www.w3.org/1999/xhtml">This paper concerns the possibility of using AGS15 capacitive inclinometers in the geodetic monitoring of slender structures. The basics of geometric monitoring have been introduced, and the features of inclinometers that can be used in these studies have been described. Main expectations towards them have been formulated. Three tests were conducted: (1) a few days' stability test of readings, (2) the test of inclinations controlled tachimetrically and (3) continuous survey of a physical object. It has been found that in order to obtain satisfactory results it is necessary to correct the readings due to the drift and the effect of temperature. The works conducted as part of described project work are not capable of identifying those indicators. To achieve them there were designed the system that support the acquisition and processing of the measurement and also the collection and transmission of results. In the conclusions authors stated that inclinometers AGS15 can be suitable for monitoring, but the works aimed at improving their performance should be undertaken.</abstract>

THE USAGE OF POSITAL CANOPEN AGS15 INCLINOMETERS FOR DIAGNOSTIC MONITORING OF SLENDER STRUCTURES

<abstract xmlns="http://www.w3.org/1999/xhtml"> The article presents the use of an evolutionary algorithm for determining the shape of the guy rope sag of a steel smokestack. The author excludes the analysis of the operation of the rope, and discusses only the problem of determining parameters of the function of the adaption of the rope sag curve into empirical data, obtained by the geodetic method. The estimation of parameters of the curve and the characteristics of the accuracy of its adaption into experimental data were carried out by means of an evolutionary algorithm with the use of an evolutionary strategy (μ+λ). The correctness of the strategy presented in the paper, as an instrument for searching for a global minimum of a criterion function, has been presented using as an example the minimisation of a certain two dimensional function and the estimation of parameters of an ordinary and orthogonal regression function. Previous theoretical analyses have also been used for determining parameters of the guy rope sag of a steel smokestack, which is measured periodically. In addition approximate values of the pull forces in the guy ropes have been calculated. </abstract>

EVOLUTIONARY STRATEGY (μ+λ) AS AN INSTRUMENT FOR DETERMINING DEFORMATION PARAMETERS OF STEEL STRUCTURES

<abstract xmlns="http://www.w3.org/1999/xhtml"> This paper presents the accuracy investigation results and functionality of Ubisense RTLS positioning system. Three kinds of studies were conducted: test of calibration accuracy, analysis of theoretical accuracy of the coordinates determination as well as accuracy measurements in field conditions. Test of calibration accuracy was made with several different geometric constellation of reference points (tag positions). We determined changes of orientation parameters of receivers and disturbance of positioning points coordinates against chosen reference points constellations. Analysis of theoretical accuracy was made for several receivers spatial positions and their orientations. It allowed to indicate favourable and unfavourable measurement area considering accuracy and reliability. Real positioning accuracy of the Ubisense system was determined by comparison with coordinates measured using precise tacheometer TCRP1201+. Results of conducted experiments and accuracy analysis of test measurement were presented in figures and diagrams.</abstract>

INVESTIGATION OF PRACTICAL AND THEORETICAL ACCURACY OF WIRELESS INDOOR POSITIONING SYSTEM UBISENSE

<abstract xmlns="http://www.w3.org/1999/xhtml"> For many years, cartographers are involved in designing GIS and navigation systems. Most GIS applications use the outdoor data. Increasingly, similar applications are used inside buildings. Therefore it is important to find the proper model of indoor spatial database. The development of indoor navigation systems should utilize advanced teleinformation, geoinformatics, geodetic and cartographical knowledge. The authors present the fundamental requirements for the indoor data model for navigation purposes. Presenting some of the solutions adopted in the world they emphasize that navigation applications require specific data to present the navigation routes in the right way. There is presented original solution for indoor data model created by authors on the basis of BISDM model. Its purpose is to expand the opportunities for use in indoor navigation.</abstract>

SPATIAL DATABASE MODELING FOR INDOOR NAVIGATION SYSTEMS

<abstract xmlns="http://www.w3.org/1999/xhtml"> Prestressed concrete bridges are very sensitive to the increase in long-term deflections. Reliable forecasts of deflections of bridge structures during construction and durability are crucial for achieving good durability. The main results of measurements are the changes of the deflection line of the bridge structures, which places special demands on the measurement procedure. Results from measurements are very useful for the improvement of mathematical prediction methods of behaviour of long span prestressed concrete structures.</abstract>

MEASUREMENT OF DEFLECTION LINE ON BRIDGES

AHEAD OF PRINT

Volume 117 (2024): Issue 1 (June 2024)

Volume 116 (2023): Issue 1 (December 2023)

Volume 115 (2023): Issue 1 (June 2023)

Volume 114 (2022): Issue 1 (December 2022)

Volume 113 (2022): Issue 1 (June 2022)

Volume 112 (2021): Issue 1 (December 2021)

Volume 111 (2021): Issue 1 (June 2021)

Volume 110 (2020): Issue 1 (December 2020)

Volume 109 (2020): Issue 1 (June 2020)

Volume 108 (2019): Issue 1 (December 2019)

Volume 107 (2019): Issue 1 (June 2019)

Volume 106 (2018): Issue 1 (December 2018)

Volume 105 (2018): Issue 1 (June 2018)

Volume 104 (2017): Issue 1 (December 2017)

Volume 103 (2017): Issue 1 (June 2017)

Volume 102 (2016): Issue 1 (December 2016)

Volume 101 (2016): Issue 1 (June 2016)

Volume 100 (2016): Issue 1 (May 2016)

Volume 99 (2015): Issue 1 (December 2015)

Volume 98 (2015): Issue 1 (July 2015)

Volume 97 (2014): Issue 1 (December 2014)

Volume 96 (2014): Issue 1 (June 2014)

Volume 95 (2013): Issue 1 (December 2013)

Volume 94 (2013): Issue 1 (October 2013)

Reports on Geodesy and Geoinformatics

 Reports on Geodesy and Geoinformatics (formerly Reports on Geodesy) is recognized as a semi-annual scientific journal that has appeared since 1991. The volumes of this journal had been prepared and edited by the staff of the Institute of Geodesy and Geodetic Astronomy until 2008 and then during the reorganization of the Faculty of Geodesy and Cartography between years 2008-2011 the volumes were edited and printed by the scientists of the Department of Geodesy and Geodetic Astronomy of Warsaw University of Technology (WUT). Since 2012 the journal has been edited by the scientific staff of the Faculty of Geodesy and Cartography of WUT.  Each paper submitted for publishing in Reports on Geodesy and Geoinformatics is peer-reviewed. The list of our revisers contains more than 200 scientists both from Poland as well as from other countries. Our revisers are recognized specialists from different branches of geodesy and cartography. In some issues of Reports on Geodesy and Geoinformatics there are presented contents of papers announced at international conferences and such volumes may be recognized as the proceedings from these scientific meetings.  All papers published in Reports on Geodesy and Geoinformatics are available in an open access formula. All of them have been also distributed among over 110 libraries in Poland as well as foreign institutions and are considered to be very well acknowledged by the international geodetic community.  Peer-review. The journal uses single-blind peer review (the authors do not know the reviewers) to avoid bias. See more information &lt;Peer Review&gt;.  Journal policies. The journal provides its’ policies, which include detailed information about submission, editorial and publishing processes and guidelines for authors and reviewers. All parties are being introduced to their rights and responsibilities to ensure smooth and ethical publishing process. See more information &lt;Journal Policies&gt;  Fees and Charges. The journal operates as open access journal, the process is completely free of charges to both authors and readers. All publication fees are covered by Warsaw University of Technology.　  Publication schedule. The journal is semi-annual (2 Issues per year in June and December). All articles are published online under CC BY-NC-ND licence 4.0 within four weeks after acceptance as a continuous publication (Online first) to avoid any delays.　  Copyright. Individual articles are published Open Access under the Creative Commons Licence: CC BY-NC-ND 4.0, which permits non-commercial use, distribute, display and perform only original copies of the work in any medium, provided the original author and source are credited. Authors retain copyright in their articles, but grant RGG the right of the first publication. The journal is copyright RGG © Warsaw University of Technology (WUT), all rights reserved.   Aims and ScopeReports on Geodesy and Geoinformatics in keeping with tradition, is intent on presenting the whole of technological and scientific progress taking place in modern geodesy and cartography, where research and implementation of geoinformatic character play an exceptionally important role in accelerating the development of our discipline. It is for this reason that we have decided to expand the journal’s formula so as to encourage a broader group of scientists and specialists in the realms of geodesy, computer science, cartography, photogrammetry, remote sensing, geography, geology, and related sciences who are developing new methods and technologies of geovisualization and are involved in the modeling of space applying GIS technology to collaborate with us. At the same time, the journal’s profile shall maintain the importance of other theoretical, industrial, and development research in the areas of theoretical geodesy, geodetic astronomy, navigation, and studies on displacements and the classic problems facing geodesic surveying.  Journal PoliciesThe journal provides its’ policies, which include detailed information about submission, editorial and publishing processes and guidelines for authors and reviewers. All parties are being introduced with their rights and responsibilities to ensure smooth and ethical publishing process. Visit following subsections for more details on each policy:    Publication Ethics and Publication Malpractice Statement  Open Access  Privacy Statement   Reports on Geodesy and Geoinformatics (formerly Reports on Geodesy) in keeping with tradition, is intent on presenting the whole of technological and scientific progress taking place in modern geodesy and cartography, where research and implementation of geoinformatic character play an exceptionally important role in accelerating the development of our discipline. It is for this reason that we have decided to expand the journal's formula so as to encourage a broader group of scientists and specialists in the realms of geodesy, computer science, cartography, photogrammetry, remote sensing, geography, geology, and related sciences who are developing new methods and technologies of geovisualization and are involved in the modeling of space applying GIS technology to collaborate with us. At the same time, the journal's profile shall maintain the importance of other theoretical, industrial, and development research in the areas of theoretical geodesy, geodetic astronomy, navigation, and studies on displacements and the classic problems facing geodesic surveying.Internet access to complete articles in an "open access" formula will significantly facilitate use by those who are interested as well as expand the circle of readers.  Archiving  Sciendo archives the contents of this journal in Portico - digital long-term preservation service of scholarly books, journals and collections.  Plagiarism Policy  The editorial board is participating in a growing community of Similarity Check System's users in order to ensure that the content published is original and trustworthy. Similarity Check is a medium that allows for comprehensive manuscripts screening, aimed to eliminate plagiarism and provide a high standard and quality peer-review process. 