Informacja

Drogi użytkowniku, aplikacja do prawidłowego działania wymaga obsługi JavaScript. Proszę włącz obsługę JavaScript w Twojej przeglądarce.

English (EN)·Polski (PL)·Yкраїнський (UK)
Przejdź do strony domowej biblioteki Centralna Biblioteka Wojskowa Link otwiera się w nowym oknie Logo biblioteki Prolib Integro - strona głównaCentralna Biblioteka Wojskowa

Wyszukujesz frazę "Laser Scanning" wg kryterium: Temat

  Lista filtrów
Wyrównaj
Wyświetlanie 1-15 z 381
Tytuł:
Mobile laser scanning calibration on a marine platform
Autorzy:
Szulwic, J.
Tysiąc, P.
Powiązania:
https://bibliotekanauki.pl/articles/258760.pdf
Data publikacji:
2018
Wydawca:
Politechnika Gdańska. Wydział Inżynierii Mechanicznej i Okrętownictwa
Tematy:
mobile laser scanning
marine laser scanning
scanning of a boat
calibration of laser scanning
sea measurements
MarLS
Opis:
The article describes the method of calibration of the Riegl VMZ-400 mobile scanning system on a floating platform and an experiment aimed at conducting measurements from a previously calibrated instrument. The issue of factors affecting the quality of measurements was discussed. Mobile laser scanning is an increasingly popular measurement solution, but it is still innovative on a European scale. The use of a floating platform is unique on a national scale. The presented solution is the result of the work of the Gdańsk University of Technology team on the development of the measurement procedure for scanning land from the sea and the river.
Źródło:
Polish Maritime Research; 2018, S 1; 159-165
1233-2585
Pojawia się w:
Polish Maritime Research
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Określenie charakterystyk dokładnościowych wybranych instrumentów laserowych
Definition of the precision characteristics of selected laser instruments
Autorzy:
Gawałkiewicz, R.
Powiązania:
https://bibliotekanauki.pl/articles/262454.pdf
Data publikacji:
2005
Wydawca:
Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie. Wydawnictwo AGH
Tematy:
skanowanie laserowe
laser scanning
Opis:
Od kilku już lat rynek sprzętu geodezyjnego zdominowały bezlustrowe przyrządy laserowe - dalmierze wbudowane w tachimetry i skanery, stanowiące podstawową bazę instrumentalną wielu liczących się producentów sprzętu geodezyjnego na świecie. W artykule przedstawiono wyniki testów wybranych instrumentów, tj. tachimetru laserowego TCR 303 firmy Leica i pierwszego w Polsce panoramicznego skanera Callidus niemieckiej firmy Callidus Precision Systems GmbH z Halle. Przedstawione w artykule wyniki przeprowadzonych eksperymentów pozwalają przybliżyć czytelnikowi charakterystykę testowanych instrumentów pod względem dokładności pomiaru odległości w zakresie do 32 m. Ponadto dają odpowiedź na temat orientacji skanera Callidus względem wybranych pryzmatów referencyjnych, co ma istotny wpływ na dokładność łączenia skanów jednostkowych w całość. Dokonana analiza potwierdza możliwość wykorzystania parametrów orientacji (długości i kierunków do większej ilości pryzmatów) uzyskiwanych w wyniku skanowania reflektorów, co w praktyce pozwala na określenie położenia skanera w przestrzeni z dużą dokładnością bez użycia instrumentów wspomagających, kątomierczych, w procesie nawiązania obserwacji skaningowych względem punktów osnowy pomiarowej
For several years the market of surveying equipment has been dominated by reflectorless laser instruments - telemeters built into tachometers and scanners. They make the instrumental base for many important producers of surveying equipment in the world. In this article, the results of the tests on selected instruments i.e. laser tachometer TCR 303 - Leica and first in Poland panoramic scanner Callidus - German firm Callidus Precision Systems GmbH, Halle are presented. Given in the article results of the carried out experiments allow more detail characteristic of the precision of tested instruments in terms of the accuracy in the measurement of the distance up to 32 m. They also give the answer, regarding the orientation of Callidus scanner in the relation to the selected reference prisms, which has a significant influence on the accuracy of the combination of individual scanning images into one image. The accurate analysis confirms the possibility of applying parameters in orientation (lengths and directions for a bigger number of prisms) obtained in the scanning of reflectors, which in practice, allows the definition of the situation of a scanner in space, with a great precision and without the use of angle-measuring auxiliary instruments in the process of the reference of scanning observations referring to the points of the measuring base
Źródło:
Geodezja / Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie; 2005, 11, 1/1; 99-113
1234-6608
Pojawia się w:
Geodezja / Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Point cloud unification with optimization algorithm
Autorzy:
Błaszczak-Bąk, W.
Sobieraj, A.
Powiązania:
https://bibliotekanauki.pl/articles/298162.pdf
Data publikacji:
2015
Wydawca:
Uniwersytet Warmińsko-Mazurski w Olsztynie
Tematy:
laser scanning
unification
optimization
Opis:
Terrestrial laser scanning is a technology that enables to obtain three-dimensional data - an accurate representation of reality. During scanning not only desired objects are measured, but also a lot of additional elements. Therefore, unnecessary data is being removed, what has an impact on efficiency of point cloud processing. It can happen while single point clouds are displayed - user decides what he wants to deleted and does it manually, or by using tools provided in dedicated for point cloud processing softwares. In Leica Geosystems Cyclone - software used here in tests, user can apply tools e.g. for merging or unification of point clouds. Both of them change the separate points clouds into one points cloud, however unification can be executed with reduction - low, medium, high, highest or no reduction at all. It should be noted, that the modeled objects may have complex structure and unification with selected type of reduction can have a very big impact on the result of modeling. In such situation it is desirable to apply different types of reduction. In this article authors propose to apply an optimization algorithm on unified point clouds. Unification conducted by means of Cyclone Leica Geosystems (v.7.3.3) enables to merge point clouds and reduced the number of points. The point elimination is determined mainly by spacing between points. It may leads to loose of important points - representing some essential elements of scanned objects or area. Applying optimization algorithm, especially for complex objects, may help to reduce the number of points without losing the information necessary for proper modeling.
Źródło:
Technical Sciences / University of Warmia and Mazury in Olsztyn; 2015, 18(4); 271-282
1505-4675
2083-4527
Pojawia się w:
Technical Sciences / University of Warmia and Mazury in Olsztyn
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Evaluation of accuracy of control points position using a laser scanning system Leica HDS 3000
Autorzy:
Štroner, M.
Smítka, V.
Třasák, P.
Powiązania:
https://bibliotekanauki.pl/articles/224853.pdf
Data publikacji:
2011
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
skanowanie laserowe
laser scanning
Opis:
Control points are inseparable components of the laser scanning measurement process. They are mainly applied to connect point clouds from various standpoints. These points also ensure control in transformations of individual scanning positions and thus significantly affect the accuracy of the whole processing. This article deals with the evaluation of the accuracy of control points’ position determination using the Leica HDS 3000 laser scanning system. For this purpose, a special measurement experiment was designed and performed in which a geodetic network consisting of control points of various design and produced by various manufacturers was measured. The measuring experiment checked the “internal accuracy” (by repeated measurements) of the determination of control points’ coordinates using the laser scanning method; furthermore, the accuracy of coordinates determined by the laser scanning method was compared with the coordinates measured by the total station. Coordinates determined by means of laser scanning from different standpoints were mutually compared. Last, but not least, the instrument accuracy declared by the manufacturer was monitored and compared with the results of measurements conducted in laboratory conditions. Five types of control points were used for this experiment. Then, the position determination accuracy was evaluated in relation to individual types of control points used.
Źródło:
Reports on Geodesy; 2011, z. 1/90; 447-460
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The use of Terrestrial Laser Scanning for the purposes of preparing technical documentation in BIM technology
Autorzy:
Uchański, Łukasz
Karsznia, Krzysztof
Powiązania:
https://bibliotekanauki.pl/articles/390695.pdf
Data publikacji:
2018
Wydawca:
Politechnika Lubelska. Wydawnictwo Politechniki Lubelskiej
Tematy:
Terrestrial Laser Scanning
BIM
inventory works
Laser Scanning
point cloud
3D model
Opis:
Building Information Modelling (BIM) is becoming an increasingly popular solution used both for investment and for reverse engineering aimed at restoring of the original documentation of existing facilities. The reconstruction of an object including its full design properties in an interactive 3D environment makes it possible to carry out structural (including SMH – structural health monitoring) and strength analyses, as well as to provide the effi cient facility management (setting out essential parameters and conducting necessary repairs). This paper aims to assess the laser scanning performed by using an advanced pulse data-capturing device for the development of complex BIM documentation in the Water Centre Laboratory of Warsaw University of Life Sciences – SGGW. Obtained point clouds have been used to build the model for the needs of reverse engineering. Moreover, the authors evaluated the possibility of using a particular type of laser scanner to develop and update complex BIM documentation in the process of facility management.
Źródło:
Budownictwo i Architektura; 2018, 17, 3; 189-199
1899-0665
Pojawia się w:
Budownictwo i Architektura
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Long range measurements using a contactless low cost optical sensor
Autorzy:
Krelling, P C L
Gonzalez-Jorge, H.
Armesto, J.
Arias, P.
Powiązania:
https://bibliotekanauki.pl/articles/174034.pdf
Data publikacji:
2013
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
laser scanning
accuracy
optical sensor
Opis:
Length measurement is very common in many industrial applications and there is a number of instrumentation involved, mainly dependent on the range and accuracy requirements. In this work, a contactless optical measurement unit is developed. It is based on a mouse sensor and an external laser source. The system is calibrated using an optical board and an electronic distance measuring system. Accuracy and precision of the system is evaluated using the reference data from a total station. Values of 1 mm and 0.3 mm are respectively obtained. Length range during the experiment is 8.5 m. The data of the optical measurement unit are compared with those obtained from a commonly used wheel encoder. Results from the optical sensor of the mouse improve the encoder data.
Źródło:
Optica Applicata; 2013, 43, 3; 435-440
0078-5466
1899-7015
Pojawia się w:
Optica Applicata
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Variability of roughness parameters calculated using data obtained by TLS depending on scan resolution and beams angle of incidence
Autorzy:
Zaczek-Peplinska, J.
Kowalska, M. E.
Powiązania:
https://bibliotekanauki.pl/articles/115761.pdf
Data publikacji:
2016
Wydawca:
Fundacja na Rzecz Młodych Naukowców
Tematy:
terrestrial laser scanning
TLS
roughness
orthogonal regression
Terrestrial Laser Scanning
parametry chropowatości
regresja ortogonalna
Opis:
Spatial data obtained by Terrestrial Laser Scanning (TLS) can be used in order to create various inventories and analyses of the surveyed surfaces. This paper presents a use of orthogonal regression line in order to identify the beam's incidence angle on the surveyed surface as well as identification of roughness parameters using data obtained by terrestrial laser scanning. Accuracy of the visualisation of the surface and roughness parameters, in particular Ra (mean arithmetic deviation of surface roughness profile forming the average line) are closely correlated to the scan resolution of the evaluated area. Presented analyses indicate a need to identify areas with uniform visualisation [1,2] in the compared scans.
Źródło:
Challenges of Modern Technology; 2016, 7, 1; 40-45
2082-2863
2353-4419
Pojawia się w:
Challenges of Modern Technology
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Laser scanning in engineering surveying : methods of measurement and modeling of structures
Autorzy:
Lenda, G.
Uznański, A.
Strach, M.
Lewińska, P.
Powiązania:
https://bibliotekanauki.pl/articles/106755.pdf
Data publikacji:
2016
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
engineering surveying
terrestrial laser scanning
mobile laser scanning
UAV-borne laser scanning
technika geodezyjna
skanowanie laserowe naziemne
skanowanie laserowe mobilne
skanowanie laserowe
UAV
Opis:
The study is devoted to the uses of laser scanning in the field of engineering surveying. It is currently one of the main trends of research which is developed at the Department of Engineering Surveying and Civil Engineering at the Faculty of Mining Surveying and Environmental Engineering of AGH University of Science and Technology in Krakow. They mainly relate to the issues associated with tower and shell structures, infrastructure of rail routes, or development of digital elevation models for a wide range of applications. These issues often require the use of a variety of scanning techniques (stationary, mobile), but the differences also regard the planning of measurement stations and methods of merging point clouds. Significant differences appear during the analysis of point clouds, especially when modeling objects. Analysis of the selected parameters is already possible basing on ad hoc measurements carried out on a point cloud. However, only the construction of three-dimensional models provides complete information about the shape of structures, allows to perform the analysis in any place and reduces the amount of the stored data. Some structures can be modeled in the form of simple axes, sections, or solids, for others it becomes necessary to create sophisticated models of surfaces, depicting local deformations. The examples selected for the study allow to assess the scope of measurement and office work for a variety of uses related to the issue set forth in the title of this study. Additionally, the latest, forward-looking technology was presented - laser scanning performed from Unmanned Aerial Vehicles (drones). Currently, it is basically in the prototype phase, but it might be expected to make a significant progress in numerous applications in the field of engineering surveying.
Źródło:
Reports on Geodesy and Geoinformatics; 2016, 100; 109-130
2391-8365
2391-8152
Pojawia się w:
Reports on Geodesy and Geoinformatics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Maritime laser scanning as the source for spatial data
Autorzy:
Burdziakowski, P.
Janowski, A.
Kholodkov, A.
Matysik, K.
Matysik, M.
Przyborski, M.
Szulwic, J.
Tysiąc, P.
Wojtowicz, A.
Powiązania:
https://bibliotekanauki.pl/articles/259527.pdf
Data publikacji:
2015
Wydawca:
Politechnika Gdańska. Wydział Inżynierii Mechanicznej i Okrętownictwa
Tematy:
mobile laser scanning
maritime laser scanning
GIS for harbours
measurements of sea coast
boat-based scanning
Opis:
The rapid development of scanning technology, especially mobile scanning, gives the possibility to collect spatial data coming from maritime measurement platforms and autonomous manned or unmanned vehicles. Presented solution is derived from the mobile scanning. However we should keep in mind that the specificity of laser scanning at sea and processing collected data should be in the form acceptable in Geographical Information Systems, especially typical for the maritime needs. At the same time we should be aware that data coming from maritime mobile scanning constitutes a new approach to the describing of maritime environment and brings a new perspective that is completely different than air and terrestrial scanning. Therefore, the authors, would like to present results of an experiment aimed at testing the possibilities of using mobile scanning at sea. Experiment was conducted in the harbour and the associated environment of neighbouring southern coast of the Baltic Sea.
Źródło:
Polish Maritime Research; 2015, 4; 9-14
1233-2585
Pojawia się w:
Polish Maritime Research
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Harbour infrastructure inventory development with 3D laser scanning method
Autorzy:
Świerczyński, S.
Zwolan, P.
Powiązania:
https://bibliotekanauki.pl/articles/320480.pdf
Data publikacji:
2015
Wydawca:
Polskie Forum Nawigacyjne
Tematy:
3D laser scanning
harbour infrastructure
Opis:
In the Polish law harbour infrastructure is one of key elements to determine the various cargo types, available means of transport and, ultimately, the significance of any sea port. The structures, devices and installations situated within a port’s boundaries, dedicated to the swift operation of the port, are all designed for tasks that involve the best use of this infrastructure. The proper development and modernization of this infrastructure may well result in improved cooperation with road networks and transportation on land. Owing to modern technology, it is possible to scan the surrounding buildings or location with great accuracy and render three-dimensional models of the scanned objects. These models can be used to generate harbour maps with a detailed 3D picture of the entire port and navigational infrastructure. The authors of this article present the possible applications of modern laser scanning technology in port infrastructure surveying, and in particular in the survey of a complicated wharf line on the Motława River along Długie Pobrzeże Street in Gdańsk.
Infrastruktura portowa jest ważnym elementem w funkcjonowaniu portu. Co pewien czas należy dokonywać jej inwentaryzacji, aby określić stopień przydatności obiektów do dalszego funkcjonowania. W artykule autorzy przedstawili, jak do tego celu można wykorzystać nowoczesne metody skaningu laserowego 3D. Za pomocą skanera fazowego przeskanowano obiekty znajdujące się nad rzeką Motławą w Gdańsku. Do obróbki danych wykorzystano specjalistyczne oprogramowanie firmy Lica, która wypożyczyła skaner i oprzyrządowanie niezbędne do wykonania skaningu obiektów. Powstała baza danych w postaci chmur punktów, które reprezentują trójwymiarową infrastrukturę nadbrzeżną. Na przygotowany zbiór punktów można nałożyć teksturę i stworzyć modele obiektów 3D, które w dalszym procesie można wykorzystać jako wizualizacje w środowisku symulatorów nawigacyjnych.
Źródło:
Annual of Navigation; 2015, 22; 99-108
1640-8632
Pojawia się w:
Annual of Navigation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Elaboration of the 3D Model and Survey of the Power Lines Using Data From Airborne Laser Scanning
Autorzy:
Kwoczyńska, B.
Dobek, J.
Powiązania:
https://bibliotekanauki.pl/articles/124712.pdf
Data publikacji:
2016
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
airborne laser scanning
power lines
survey
Opis:
One of the methods of obtaining highly accurate and current spatial data about the terrain, as well as objects situated on it, is laser scanning. LIDAR (Light Detection and Ranging) is among the most modern, dynamically developing technologies and reveals in surveying new capabilities that have been unachievable in a traditional way so far. The aim of the publication is to show the possibilities of using data from airborne laser scanning to perform the survey and visualization of the energy network, and also identification of hazards which the present network constitutes for the immediate environment using the TerraSolid software package. The survey was conducted for two independent sections of the power line, on the basis of two different clouds of points obtained from the airborne laser scanning. The first one had a density of 16 points/m2, while the other 22 pts/m2. The project was created in an environment of MicroStation V8i software using special overlays – TerraScan and TerraModeler of Finnish TerraSolid Company. The use of the test clouds of different densities was intended to indicate an optimal density of the cloud of points, which allows carrying out a survey and visualization of the energy network based on data derived from airborne laser scanning. The publication presents on particular examples the procedure of vectorization and visualization of the power line and detection of objects within a dangerous distance from it. The possibility of using applied LIDAR data, meeting the industry requirements, to the survey of power lines has been also confirmed.
Źródło:
Journal of Ecological Engineering; 2016, 17, 4; 65-74
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Selected aspects of using terrestrial laser scanning technology as the source of additional data for building information modeling
Autorzy:
Kołakowska, M.
Świerczyńska, E.
Powiązania:
https://bibliotekanauki.pl/articles/115680.pdf
Data publikacji:
2013
Wydawca:
Fundacja na Rzecz Młodych Naukowców
Tematy:
terrestrial laser scanning
building information modelling
Opis:
Building Information Modeling is the concept of a digital presentation of the physical and functional properties of an object. This paper presents proposal of use of terrestrial laser scanning technology to complement and verify created three-dimensional models of objects. The issue of the article focuses on the technical aspects of data collection from terrestrial laser scanning and its use in the information system of the building. During the field work authors carried out an experimental measurements of office space by phase laser scanner Z+F Imager 5006h. These data were treated as experimental material to test common methods of calculating the transformation parameters of three-dimensional systems, which are used in the calibration of individual scans and fitting them into the given coordinate system. This step is have a significant effect on the accuracy of the spatial model. The measurement experiment confirmed the need for calibration point clouds based on the largest possible number of tie and enabled to propose an inventory technology of long and slender buildings. It uses the connection between terrestrial laser scanning and conventional tacheometric measurements. This solution will reduce errors transferred to another position in the construction of the traverse. The article also deals with problems related to inventory of architectural and construction aspects of buildings and vectorization integrated point cloud in order to develop plans for the buildings or the measurement of specific surface areas. Creation of the models, on the basis of spatial point cloud built from the line of discontinuity is difficult due to: the impact of calibration errors, causing the displacement between cans and blur single scan points belonging to the same surface. Based on the performed studies it was found that the most important advantage of terrestrial laser scanning is possibility to collect in a short time a large number of points representing the actual state of the object, not the design intent. Using laser scanning we can significantly reduce the time spent directly at site, and perform measurement in dark areas. This technology also has a particular application for creating BIM for the modern buildings with complex geometric form, for which the accuracy and timeliness of the created model can be crucial for cost, speed and ease of execution of individual works. In this paper authors will attempt to assess the effectiveness of the application of the presented technology for building information modeling.
Źródło:
Challenges of Modern Technology; 2013, 4, 4; 26-32
2082-2863
2353-4419
Pojawia się w:
Challenges of Modern Technology
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Algorithms for automatic surface scanning of any given shape for reflectorless robotized tacheometers
Algorytmy automatycznego skanowania powierzchni dowolnego kształtu dla bezzwierciadlanych tachimetrów zrobotyzowanych
Autorzy:
Lenda, G.
Powiązania:
https://bibliotekanauki.pl/articles/385661.pdf
Data publikacji:
2009
Wydawca:
Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie. Wydawnictwo AGH
Tematy:
laserowe skanowanie powierzchni
surface laser scanning
Opis:
Laser scanning is an effective method to measure structures in detail but scanners or scanning tacheometers dedicated to this method are sold at hardly affordable prices. Robotized reflectorless tacheometers are substantially more common and can perform analogous tasks. However, usually they have relatively primitive scanning algorithms that make it impossible to survey surface areas with complicated contours. This article presents a few advanced scanning methods for such tacheometers. They take into account their small speed of measurement, so the number of potential unnecessary observations outside the right structure is limited to a minimum. Two fully automatic methods and one pre-assisted have been worked out. The automatic methods are intended to be used for structures with simpler contours, while the pre-assisted one requires some participation of the user but it enables scanning structures with any shape.
Skanowanie laserowe to skuteczna metoda szczegółowego pomiaru obiektów, jednak skanery czy tachimetry skanujące to urządzenia wciąż mało dostępne ze względu na cenę. W znacznie powszechniejszym użyciu są zrobotyzowane tachimetry bezzwierciadlane, mogące służyć podobnym celom. Zazwyczaj posiadają one jednak stosunkowo prymitywne algorytmy skanowania uniemożliwiające pomiary powierzchni o skomplikowanych konturach. Artykuł prezentuje kilka metod zaawansowanego skanowania. Uwzględniają one ich niewielką prędkość pomiaru, ograniczając do minimum liczbę ewentualnych zbędnych obserwacji poza obiektem właściwym. Opracowano dwie metody w pełni automatyczne, przeznaczone do obiektów o prostszych konturach, oraz metodę wstępnie wspomaganą wymagającą pewnego zaangażowania użytkownika, ale pozwalającą skanować obiekty o dowolnych kształtach.
Źródło:
Geomatics and Environmental Engineering; 2009, 3, 2; 57-69
1898-1135
Pojawia się w:
Geomatics and Environmental Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Optimization of laser scanning technology in monitoring of rock and natural ground surface
Autorzy:
Toś, C.
Wolski, A.
Zielina, L.
Powiązania:
https://bibliotekanauki.pl/articles/225352.pdf
Data publikacji:
2009
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
skanowanie laserowe
ziemia
laser scanning
Earth
Źródło:
Reports on Geodesy; 2009, z. 2/87; 397-404
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Wyświetlanie 1-15 z 381

Ta witryna wykorzystuje pliki cookies do przechowywania informacji na Twoim komputerze. Pliki cookies stosujemy w celu świadczenia usług na najwyższym poziomie, w tym w sposób dostosowany do indywidualnych potrzeb. Korzystanie z witryny bez zmiany ustawień dotyczących cookies oznacza, że będą one zamieszczane w Twoim komputerze. W każdym momencie możesz dokonać zmiany ustawień dotyczących cookies