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 "railway track." wg kryterium: Temat

  Lista filtrów
Wyrównaj
Wyświetlanie 1-15 z 62
Tytuł:
Some aspects of the experimental assessment of dynamic behavior of the railway track
Autorzy:
Solonenko, V.
Mahmetova, N.
Musayev, J.
Kvashnin, M.
Alpeisov, A.
Zhauyt, A.
Powiązania:
https://bibliotekanauki.pl/articles/281388.pdf
Data publikacji:
2017
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
railway track
dynamic effect
integrated monitoring
spectral analysis
railway track elements
Opis:
The paper suggests application of an experimental method for the assessment of the dynamic effect of a locomotive underframe on the railway track. The assessment is to be based on spectral analysis of the response of structural elements of the railway track undergoing a shock pulse. Application of digital measuring systems for monitoring of motion of the train is also proposed.
Źródło:
Journal of Theoretical and Applied Mechanics; 2017, 55, 2; 421-432
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Installation of GNSS receivers on a mobile railway platform – methodology and measurement aspects
Autorzy:
Dąbrowski, Paweł S.
Specht, Cezary
Koc, Władysław
Wilk, Andrzej
Czaplewski, Krzysztof
Karwowski, Krzysztof
Specht, Mariusz
Chrostowski, Piotr
Szmagliński, Jacek
Grulkowski, Sławomir
Powiązania:
https://bibliotekanauki.pl/articles/135238.pdf
Data publikacji:
2019
Wydawca:
Akademia Morska w Szczecinie. Wydawnictwo AMSz
Tematy:
BRIK
GNSS
railway measurements
railway track
railway track axis
staking out
electronic total station
Opis:
Determining the course of a railway track axis using satellite methods relies on ensuring the precise assembly of GNSS receivers in dedicated measuring devices. Depending on the number of receivers, solutions that are based on placing the apparatus directly above the railway track axis (as well as in eccentric positions) are used to indirectly obtain data to form the basis of the desired results. This publication describes the installation of five GNSS receivers on a mobile measuring platform as part of the InnoSatTrack project. The methodology and the procedure of the geodetic measurements required to obtain the geometrical configuration of the measuring apparatus, specified in the technical project, are presented. The publication presents the principles of total station measurement methods as well as the steps taken to achieve precise results from staking out. The process of acquiring the same configuration of the GNSS receivers, based on the geometry of the squares on the two measuring platforms that were used in the research, has been shown. The final determination of the position of the receivers did not exceed an error of 0.010 m with an average error of 0.003 m, despite the occurrence of mounting difficulties. The results have demonstrated the high credibility and effectiveness of the presented solution.
Źródło:
Zeszyty Naukowe Akademii Morskiej w Szczecinie; 2019, 60 (132); 18-26
1733-8670
2392-0378
Pojawia się w:
Zeszyty Naukowe Akademii Morskiej w Szczecinie
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Identification of Changes in Irreguralities for a Modernized Railway Track
Autorzy:
Kominowski, Julian
Sowiński, Bogdan
Powiązania:
https://bibliotekanauki.pl/articles/504050.pdf
Data publikacji:
2015
Wydawca:
Międzynarodowa Wyższa Szkoła Logistyki i Transportu
Tematy:
railway infrastructure
diagnostic
railway track geometry
Opis:
This article describes the analysis of measurements of track irregularities for a selected section of a modernized railway track. The paper presents changes of selected irregularities resulting from the traffic load levels on the track section. The authors focused on analysing results of track geometry measurements and analysing waves of track lateral and vertical irregularities. Measurements of track irregularities were performed at the same track section by indirect and direct methods.
Źródło:
Logistics and Transport; 2015, 27, 3; 25-32
1734-2015
Pojawia się w:
Logistics and Transport
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Numerical and field investigations of track dynamic behavior caused by light and heavy railway vehicles
Autorzy:
Zakeri, J. A.
Mosayebi, S. A.
Esmaeili, M.
Powiązania:
https://bibliotekanauki.pl/articles/949308.pdf
Data publikacji:
2016
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
numerical and field investigation
railway track
track dynamics
railway vehicles
Opis:
Dynamic behavior of a track-train system is a function of axle loads and support stiffness because of non-linear supports. Therefore, it is expected that the support stiffness affects the behavior of the railway track during passing of a light or heavy car body. Since the effects of axle loads caused by light and heavy railway vehicles and support stiffness of ballasted railway tracks due to passing railway vehicles have not been studied adequately, therefore the present study focused on this issue. For this purpose, this issue was first investigated by passing a light and heavy car body including bogies with three axle loads as field tests. Then, numerical analyses of the railway track caused by the passing of these railway vehicles were studied, and the numerical results were compared with the field results. There was a good agreement between the values of field responses and numerical analyses. Subsequently, a series of sensitivity analyses on effects of the axle loads caused by light or heavy loading and support conditions was done on the ballasted railway track. The results indicated that the maximum vertical displacements increased by axle loads, increased sleeper distances and decreases support stiffness. Finally, equations of track behavior based on support stiffness and axle loads were derived.
Źródło:
Journal of Theoretical and Applied Mechanics; 2016, 54, 3; 871-879
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Forecasting of railway track tamping based on settlement of sleepers using fuzzy logic
Prognozowanie podbicia toru kolejowego na podstawie osiadania podkładów z wykorzystaniem logiki rozmytej
Autorzy:
Mieloszyk, E.
Milewska, A.
Grulkowski, S.
Powiązania:
https://bibliotekanauki.pl/articles/40858.pdf
Data publikacji:
2018
Wydawca:
Szkoła Główna Gospodarstwa Wiejskiego w Warszawie. Wydawnictwo Szkoły Głównej Gospodarstwa Wiejskiego w Warszawie
Tematy:
railway track
forecasting
settlement
railway sleeper
fuzzy logic
Źródło:
Acta Scientiarum Polonorum. Architectura; 2018, 17, 2
1644-0633
Pojawia się w:
Acta Scientiarum Polonorum. Architectura
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Preprocessing algorithms of vision research damage to concrete railway sleepers
Autorzy:
Lesiak, P.
Sokołowski, A.
Powiązania:
https://bibliotekanauki.pl/articles/215079.pdf
Data publikacji:
2018
Wydawca:
Instytut Kolejnictwa
Tematy:
railway track
concrete sleeper
image processing algorithms
Opis:
The paper presents algorithms for the preprocessing of the visual method of detecting damages of concrete railway sleepers. It starts with acquiring images of the surface of the sleepers, by selecting the recorded frames of the images. Then, the color image is transformed into monochrome, so as to obtain the highest contrast possible. The Kanan and Cottrell algorithms were used for this purpose. A simple way is to segment the damage images of the sleepers, by thresholding, in order to binarize them. However, more elaborate algorithms are recommended. For this purpose, images are denoted using a median filter and further morphological operations to extract the edge of damage. For this purpose, noise is removed from images using a median filter, and morphological operations are carried out, to extract the edge of damage. In addition, texture images of the surface of the sleepers are used, removing them from the visual content. As the criterion for selecting the preprocessing algorithm, the shape of the image histogram and its standard deviation were assumed. Such prepared images form the basis for further assessment of the size of damages (cracks and voids) and classification of concrete sleepers.
Źródło:
Problemy Kolejnictwa; 2018, 180; 93-99
0552-2145
2544-9451
Pojawia się w:
Problemy Kolejnictwa
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Track and gauge geometry measurements – the present and future
Autorzy:
Moskal, A.
Pastucha, E.
Powiązania:
https://bibliotekanauki.pl/articles/114250.pdf
Data publikacji:
2016
Wydawca:
Stowarzyszenie Inżynierów i Techników Mechaników Polskich
Tematy:
railway gauge measurements
railway track measurements
track gauge
mobile mapping systems
Opis:
The acts, regulations and technical instructions in force imply the obligation of regular monitoring of the railroad condition at the railroad management institutions. This monitoring consists of several types of measurements, most important of which – railroad surface diagnostics – covers the assessment of the technical condition of tracks by measuring the key parameters specifying the rail track position. This paper presents the currently applied solutions, new technologies and potential directions of measurement method development.
Źródło:
Measurement Automation Monitoring; 2016, 62, 2; 66-71
2450-2855
Pojawia się w:
Measurement Automation Monitoring
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Re-examination of manus-only and manus-dominated sauropod trackways from Morocco
Autorzy:
Ishigaki, S.
Matsumoto, Y.
Powiązania:
https://bibliotekanauki.pl/articles/2059251.pdf
Data publikacji:
2009
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
Morocco
Jurassic
manus-only
railway track
swimming
sauropod
Opis:
Manus-only and manus-dominated trackways of sauropods previously reported from the Iouaridene Basin of Morocco are relocated and re-examined. One trackway, interpreted as a manus-only trackway, was a misinterpretation of a poorly preserved trackway of a large theropod that walked in the opposite direction to that previously inferred. Two previously described manus-dominated trackways could be underprints. One previously described manus-only trackway and a newly discovered manus-only trackway could also be underprints. However, if the true im printing surface is not identified, an "underprint origin" cannot be accepted as firm evidence that the were imprinted on land, and a swimming or submerged sauropod might have left similar underprints under the contact layer. Kinematic investigations might help to reconstruct the origin of the trackway. The two manus-only trackways from the Iouaridene tracksite apparently show alternating pace lengths which suggests semi-galloping to galloping gait patterns by the trackmakers. Such a galloping gait pattern has never been reported from regular sauropod trackways, and it is unclear as to whether such a trackway pattern repre sents rapid locomotion. A partly submerged sauropod could perhaps register such galloping gait manus-only trackway patterns as a result of swimming behavior.
Źródło:
Geological Quarterly; 2009, 53, 4; 441-448
1641-7291
Pojawia się w:
Geological Quarterly
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The Development of Bike-Sharing Systems in Poland. The Study of Wavelo System in Kraków
Autorzy:
Świgost-Kapocsi, Agnieszka
Powiązania:
https://bibliotekanauki.pl/articles/503984.pdf
Data publikacji:
2019
Wydawca:
Międzynarodowa Wyższa Szkoła Logistyki i Transportu
Tematy:
railway track
engineering facility
transition zone
reinforcing inserts
Opis:
The interest in bike transport in Polish cities and towns has been growing systematically in the recent years. A great number of local authorities take various actions to support the development of cycling systems. They make an effort to develop a cycling infrastructure – bike lanes, Bike&Ride type of parking, bike stands and advanced stop lines. An increased interest in bike-sharing systems is visible as well. Apart from that, the authorities implement policies and take other actions which make cycling in a city more convenient. The aim of the article is to characterize the experience of Polish cities in the area of bike transport support, with a special attention to bike-sharing systems. The article presents a comparison of 38 city bike systems. In addition, the Wavelo system in Kraków was studied in detail. Wavelo city bike system is very popular among citizens of Kraków. Despite relatively high prices and the lack of free minutes, the number of system users is growing. A large number of docking stations and their locations make bikes more accessible to citizens. Moreover, Kraków's authorities take action to develop a proper bike infrastructure which increases the interest in cycling as a transportation system. Selected methods of constructing special inserts in the transition zones between the embankment of the railway track and the engineering object (bridge, viaduct, or culvert) were discussed. The purpose of mounting the designed inserts is to eliminate the so-called threshold effect, i.e. continuously creating a mild change in the stiffness of the ground under the track. In addition to the solutions presented in practice, attention was also paid to projects developed by the authors of this article. The results of experimental research constituting the basis for the development of some solutions are also given.
Źródło:
Logistics and Transport; 2019, 44, 4; 69-76
1734-2015
Pojawia się w:
Logistics and Transport
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Education of Logisticians in Poland: Problems and Prospects in Students’ Opinion
Autorzy:
Pawłyszyn, Irena
Rizun, Nina
Ryzhkova, Halina
Powiązania:
https://bibliotekanauki.pl/articles/504078.pdf
Data publikacji:
2019
Wydawca:
Międzynarodowa Wyższa Szkoła Logistyki i Transportu
Tematy:
railway track
engineering facility
transition zone
reinforcing inserts.
Opis:
Logistics is one of the key sectors of the Polish economy. Its value reflects not only its own capacity, but also the role it plays in ensuring the proper functioning of the entire economy. The rapid development of the industry and the highest demands on logistics solutions bring to the fore the problem of preparing a new generation of specialists in logistics. That is why the question of compliance to learning expectations of both students and the labour logistics market is so important, as well as the problems of efficiency and adequacy of training provided to students with the knowledge and skills to achieve the desired job, and the opportunities of Polish Universities’ graduates to work abroad. The objective of the paper was to identify the expectations of students who study Logistics at the Faculty of Engineering Management, Poznan University of Technology.
Źródło:
Logistics and Transport; 2019, 44, 4; 95-104
1734-2015
Pojawia się w:
Logistics and Transport
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Ways of Eliminating the Road Effect in Transition Zones from the Railway Track to Bridge Structures
Autorzy:
Zamiar, Zenon
Surowiecki, Andrzej
Saska, Piotr
Powiązania:
https://bibliotekanauki.pl/articles/503870.pdf
Data publikacji:
2019
Wydawca:
Międzynarodowa Wyższa Szkoła Logistyki i Transportu
Tematy:
railway track
engineering facility
transition zone
reinforcing inserts
Opis:
Selected methods of constructing special inserts in the transition zones between the embankment of the railway track and the engineering object (bridge, viaduct, or culvert) were discussed. The purpose of mounting the designed inserts is to eliminate the so-called threshold effect, i.e. continuously creating a mild change in the stiffness of the ground under the track. In addition to the solutions presented in practice, attention was also paid to projects developed by the authors of this article. T
Źródło:
Logistics and Transport; 2019, 44, 4; 85-93
1734-2015
Pojawia się w:
Logistics and Transport
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The Operational Safety of the Railway Track in the Area of a Bridge Structure Made of Corrugated Sheets
Autorzy:
Saska, Piotr
Ryczyński, Jacek
Surowiecki, Andrzej
Duchaczek, Artur
Powiązania:
https://bibliotekanauki.pl/articles/504493.pdf
Data publikacji:
2016
Wydawca:
Międzynarodowa Wyższa Szkoła Logistyki i Transportu
Tematy:
bridge structure
ground-coating construction
railway track
operational safety
Opis:
The subject of the article is the assessment of effectiveness of the cooperation between the railway track pavement with a pass of the flexible ground-coating construction made of corrugated sheets, in terms of traffic safety. The object of the research is the track surface, located within the said structure, under operational loading conditions. The article contains the discussion of the concept of the research project currently being prepared by the authors. In particular, there are presented: the object of research, the purpose of the project, its thematic scope and the method of research, as well as theoretical models of research, the specification of tasks implemented in the project, the way of the field verification of the theoretical approach to the issue in question and the expected results of the research.
Źródło:
Logistics and Transport; 2016, 32, 4; 65-70
1734-2015
Pojawia się w:
Logistics and Transport
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Determination of Moving Chord Length for Determining the Curvature of In-Service Railway Track
Autorzy:
Koc, Władysław
Powiązania:
https://bibliotekanauki.pl/articles/2203233.pdf
Data publikacji:
2022
Wydawca:
Instytut Kolejnictwa
Tematy:
railway track
curvature of the track axis
the moving chord method
applications
Opis:
The paper deals with the still unexplained issue of the choice of chord length, which will be the most benefi cial when determining the horizontal curvature of railway track with the use of the moving chord method. In the railway track – with an incorrect choice of the chord length – the horizontal track deformations and coordinate measurement error may cause irregular curvature diagrams, which will be difficult to interpret. The study analysed three test geometric layouts adapted to the speeds of 80 km/h, 120 km/h and 160 km/h (the radii of circular curves determined as a result of the curvature estimation performed were approximately 410 m, 880 m and 1480 m, respectively). The lengths of the moving chord in the range of 10÷50 m were considered. On the basis of the conducted analysis, it was unequivocally demonstrated that the chord length used to determine the curvature in the railway track should depend on the value of the radius of the circular curve. Approximate lengths lc were proposed depending on the range of the RCA radius. The adaptation of the moving chord method to the adopted measurement procedure presented in this paper and the way of using the obtained curvature diagram, provide the appropriate application basics.
Źródło:
Problemy Kolejnictwa; 2022, 197; 147--160
0552-2145
2544-9451
Pojawia się w:
Problemy Kolejnictwa
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Algorithm for the extraction of selected rail track ballast degradation using machine vision
Autorzy:
Lesiak, Piotr
Bojarczak, Piotr
Sokołowski, Aleksander
Powiązania:
https://bibliotekanauki.pl/articles/27314062.pdf
Data publikacji:
2023
Wydawca:
Politechnika Śląska. Wydawnictwo Politechniki Śląskiej
Tematy:
railway track
ballast degradation
image extraction algorithm
surface descriptors
tor kolejowy
Opis:
A number of physical methods are used to survey railway track ballast to assess its degradation as a function of deposition. Simulation tests on track models are also conducted. These testing methods, which are generally labour-intensive and expensive, provide an accurate understanding of the extent of ballast degradation. However, the impact of inadequate maintenance can be observed, even on the surface. Therefore, it seems natural in this case to use image registration. State-of-the-art machine vision systems of track geometry cars provide the means to do this. Obtained ballast images provide a baseline for evaluating its level in relation to sleepers. However, no information is available on other signs of track degradation, such as overgrown vegetation (weeds) or the so-called local muddy areas, which are generally a consequence of poor drainage and a lack of subgrade insulation. These degradations are observed to generate distinctive colour images that are superimposed on the overall image of the ballast surface. They differ in colour and shape. Hence, the authors used this phenomenon to develop an algorithm for the extraction of ballast degradation images based on RGB imaging. Surface descriptors have also been offered to assess these degradations. Extensive measurement material from the railway lines was used to conduct survey experiments based on the examples. The results clearly demonstrate the high success rate of the applied method.
Źródło:
Transport Problems; 2023, 18, 1; 129--141
1896-0596
2300-861X
Pojawia się w:
Transport Problems
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Evaluation of geotechnical tests (static load tests) on a selected optimised section of railway Corridor No. Va
Autorzy:
Ižvolt, Libor
Dobeš, Peter
Powiązania:
https://bibliotekanauki.pl/articles/2098115.pdf
Data publikacji:
2021
Wydawca:
Politechnika Śląska. Wydawnictwo Politechniki Śląskiej
Tematy:
railway track
VSS
embankment
transition area
tor kolejowy
nasyp
obszar przejściowy
Opis:
To improve the transport service of every country at the required level, it is necessary to set up appropriate infrastructure, including railways, and the necessary facilities of satisfactory quality. After the establishment of the Slovak Railways (ŽSR), the condition of the railway infrastructure was judged to be unsatisfactory. This situation urgently required optimisation of track sections, which are included in the trans-European corridors. The basic aim of optimisation of the railway network of ŽSR is to build a highquality, safe and reliable railway, which, due to its excellent quality, will correspond to the standards of advanced European countries and, at the same time, provide interoperability. Due to this, it was necessary to verify the fulfilment of the prescribed quality parameters on the optimised lines, among others, and also bear the capacity of individual structural parts of the sub-ballast layers. To address this aim, this paper deals with optimised corridor no. Va in the Považská Teplá - Žilina section, where the diagnostics of the quality of the sub-ballast layers was conducted. This paper specifically focuses on the evaluation of the determined values of the bearing capacity of the construction layers of the embankments and their foundations as well as the transition areas between the objects of sub-ballast layers and embankments located in the optimised section of the line.
Źródło:
Transport Problems; 2021, 16, 2; 213--223
1896-0596
2300-861X
Pojawia się w:
Transport Problems
Dostawca treści:
Biblioteka Nauki
Artykuł
Wyświetlanie 1-15 z 62

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