Rodyti trumpą aprašą

dc.rights.licenseVisos teisės saugomos / All rights reserveden_US
dc.contributor.authorUgnenko, Ievgeniia
dc.contributor.authorShevchenko, Anna
dc.contributor.authorShevchenko, Oleksander
dc.contributor.authorViselga, Gintas
dc.date.accessioned2026-02-10T08:45:16Z
dc.date.available2026-02-10T08:45:16Z
dc.date.issued2022
dc.identifier.isbn9783030947736en_US
dc.identifier.issn2523-3440en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/159912
dc.description.abstractThe article considers the main methods of engineering surveys (leveling by diameters, tacheometric survey, laser survey, survey by laser profilers, GPS-survey) survey of the area with the main advantages and disadvantages. Processing of the received data at system automated designing as a result of topographic and geodetic works is a digital model of district (which consists of an array of points) of a design zone. During geodetic survey or its in-house processing, the points are given certain attributes necessary for adequate modeling of surfaces, situations and correct implementation of all subsequent design procedures. Since in real projects of complex structures, the engineer deals with arrays of tens and hundreds of thousands of points, it is natural that modern computer-aided design systems must have advanced means of visual editing. For modeling of surfaces there are different types of structures: horizontally, on structural lines, on diameters to a route or the main course, statistical. The problem of constructing a surface by the method of triangulation is one of the basic ones in computational geometry. It includes many others related to surface modeling and solving spatial problems in machine graphics, computer-aided design systems and geographic information systems. Also, a study of the dependence of the height of the terrain and the percentage of error of the obtained digital terrain model. Therefore, based on the results of calculations, it can be concluded that the materials of the survey follow the instructions for topographic surveying for the use of these works in further design.en_US
dc.format.extent578-588 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/159375en_US
dc.source.urihttps://link.springer.com/chapter/10.1007/978-3-030-94774-3_57en_US
dc.subjectEngineering surveysen_US
dc.subjectDigital terrain modelen_US
dc.subjectThree-dimensional terrain modelen_US
dc.subjectError and mean erroren_US
dc.subjectLaser imagingen_US
dc.subjectTriagulationen_US
dc.subjectPoint “clouds”en_US
dc.subjectError percentageen_US
dc.subjectLaser-location imageen_US
dc.titleReview of Engineering Research Methods for the Formation of a Digital Model of the Area with the Determination of the Accuracy and Complianceen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.issued2022-01-24
dcterms.references14en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionUkrainian State University of Railway Transporten_US
dc.contributor.institutionKharkiv Design Institute “Teploelektroproekt-soyuzen_US
dc.contributor.institutionVilniaus Gedimino technikos universitetasen_US
dc.contributor.institutionVilnius Gediminas Technical Universityen_US
dc.contributor.facultyMechanikos fakultetas / Faculty of Mechanicsen_US
dc.contributor.departmentMechanikos ir medžiagų inžinerijos katedra / Department of Mechanical and Material Engineeringen_US
dcterms.sourcetitleProceedings of the International Conference TRANSBALTICA XII: Transportation Science and Technology. September 16-17, 2021, Vilnius, Lithuaniaen_US
dc.identifier.eisbn9783030947743en_US
dc.identifier.eissn2523-3459en_US
dc.publisher.nameSpringeren_US
dc.publisher.countrySwitzerlanden_US
dc.publisher.cityChamen_US
dc.identifier.doihttps://doi.org/10.1007/978-3-030-94774-3_57en_US


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