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Wyświetlanie 1-15 z 94
Tytuł:
On integration of multiple-source data in geodetic monitoring of structural displacements
Autorzy:
Prószyński, W.
Powiązania:
https://bibliotekanauki.pl/articles/225058.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
przemieszczenia budowli
monitoring przemieszczeń
pomiary geodezyjne
structure displacements
monitoring of displacements
engineering surveying
Źródło:
Reports on Geodesy; 2007, z. 1/82; 275-285
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The analysis of rail sleeper displacements in the function of subgrade parameters
Autorzy:
Surowiecki, A.
Saska, P.
Wasiak, M.
Powiązania:
https://bibliotekanauki.pl/articles/348108.pdf
Data publikacji:
2016
Wydawca:
Akademia Wojsk Lądowych imienia generała Tadeusza Kościuszki
Tematy:
track structure
vertical displacements
digital modeling
Opis:
The paper concerns the quality of interaction between the basic elements of the railroad surface, based on digital modeling. A map of vertical displacements of railroad subgrade was developed in the function of changing conditions in the subgrade load capacity. These conditions were characterized by the indicator value of the subgrade density and the location of subgrade density zones. The article presents the continuation of research, which at the introductory stage was focused only on the analysis of normal stress and shear stress in the railway sleeper.
Źródło:
Zeszyty Naukowe / Wyższa Szkoła Oficerska Wojsk Lądowych im. gen. T. Kościuszki; 2016, 3; 121-129
1731-8157
Pojawia się w:
Zeszyty Naukowe / Wyższa Szkoła Oficerska Wojsk Lądowych im. gen. T. Kościuszki
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Vibration and displacement analysis during turning of hardened steel
Autorzy:
Felusiak, Agata
Powiązania:
https://bibliotekanauki.pl/articles/94118.pdf
Data publikacji:
2019
Wydawca:
Politechnika Poznańska. Wydawnictwo Politechniki Poznańskiej
Tematy:
hardened steel
displacements
turning
vibration
toolpath
Opis:
This paper presents an analysis of the vibrations and displacements of the tool during the turning of hardened steel for various turning parameters. Studies have shown that an increase in feed from 0.1 to 0.35 mm / rev results in an almost two-fold increase in radial displacement of the tool. It has also been shown that the combination of high feeds and high rotational speed of the workpiece causes a rapid increase in vibration in all directions.
Źródło:
Archives of Mechanical Technology and Materials; 2019, 39; 54-58
2450-9469
Pojawia się w:
Archives of Mechanical Technology and Materials
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Monitoring vertical displacements of an engineering object with masonry walls
Autorzy:
Mrówczyńska, M.
Grochowska, E.
Gibowski, S.
Powiązania:
https://bibliotekanauki.pl/articles/104459.pdf
Data publikacji:
2018
Wydawca:
Politechnika Rzeszowska im. Ignacego Łukasiewicza. Oficyna Wydawnicza
Tematy:
vertical displacements
geodesic monitoring
engineering object
Opis:
The paper presents a method for conducting measurements and processing the results that makes it possible to determine the vertical displacements of measurement and control network points stabilized outside and inside a building in which changes in the form of scratches and cracks on the external and internal walls were noticed. These changes were so disturbing that a number of technical opinions were issued on the technical condition of the building, the ground and water conditions as well as the location of other buildings in relation to that object. The measurement methodology is generally known, but the problem of correctly defining a reference system and estimating the values of vertical displacements still remains to be solved. Moreover, the paper presents the characteristics of the object subjected to research, its technical condition in 2006 and in 2015 as well as an analysis of the impact of a heating duct on the behaviour of the building.
Źródło:
Czasopismo Inżynierii Lądowej, Środowiska i Architektury; 2018, 65, 1; 53-62
2300-5130
2300-8903
Pojawia się w:
Czasopismo Inżynierii Lądowej, Środowiska i Architektury
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Corrugated shell displacements during the passage of a vehicle along a soil-steel structure
Autorzy:
Machelski, C.
Mumot, M.
Powiązania:
https://bibliotekanauki.pl/articles/178811.pdf
Data publikacji:
2016
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
corrugated shell
displacements
soil-steel structure
Opis:
Corrugated steel plates are highly rigid and as the constructions can be immersed in soil, they can be used as soil-steel structures. With an increase of cover depth, the effectiveness of operating loads decreases. A substantial reduction of the impacts of vehicles takes place as a road or rail surface with its substructure is crucial. The scope of load’s impact greatly exceeds the span L of a shell. This article presents the analysis of deformations of the upper part of a shell caused by a live load. One of the assumptions used in calculations performed in Plaxis software was the circle-shaped shell and the circumferential segment of the building structure in the 2D model. The influence lines of the components of vertical and horizontal displacements of points located at the highest place on the shell were used as a basis of analysis. These results are helpful in assessing the results of measurements carried out for the railway structure during the passage of two locomotives along the track. This type of load is characterized by a steady pressure onto wheels with a regular wheel base. The results of measurements confirmed the regularity of displacement changes during the passage of this load.
Źródło:
Studia Geotechnica et Mechanica; 2016, 38, 4; 25-32
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Evaluation of terrestrial laser scanner accuracy in the control of hydrotechnical structures
Autorzy:
Muszyński, Z.
Rybak, J.
Powiązania:
https://bibliotekanauki.pl/articles/178642.pdf
Data publikacji:
2017
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
geodetic measurements
horizontal displacements
motorized tacheometry
LIDAR
Opis:
In many cases of monitoring or load testing of hydrotechnical structures, the measurement results obtained from dial gauges may be affected by random or systematic errors resulting from the instability of the reference beam. For example, the measurement of wall displacement or pile settlement may be increased (or decreased) by displacements of the reference beam due to ground movement. The application of surveying methods such as high-precision levelling, motorized tacheometry or even terrestrial laser scanning makes it possible to provide an independent reference measurement free from systematic errors. It is very important in the case of walls and piles embedded in the rivers, where the construction of reference structure is even more difficult than usually. Construction of an independent reference system is also complicated when horizontal testing of sheet piles or diaphragm walls are considered. In this case, any underestimation of the horizontal displacement of an anchored or strutted construction leads to an understated value of the strut’s load. These measurements are even more important during modernization works and repairs of the hydrotechnical structures. The purpose of this paper is to discuss the possibilities of using modern measurement methods for monitoring of horizontal displacements of an excavation wall. The methods under scrutiny (motorized tacheometry and terrestrial laser scanning) have been compared to classical techniques and described in the context of their practical use on the example hydrotechnical structure. This structure was a temporary cofferdam made from sheet pile wall. The research continuously conducted at Wroclaw University of Science and Technology made it possible to collect and summarize measurement results and practical experience. This paper identifies advantages and disadvantages of both analysed methods and presents a comparison of obtained measurement results of horizontal displacements. In conclusion, some recommendations have been formulated, which are relevant from the point of view of engineering practice.
Źródło:
Studia Geotechnica et Mechanica; 2017, 39, 4; 45-57
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Displacements of chimney in the light of computer calculations and surveying
Autorzy:
Lew-Kiedorski, A.
Kurałowicz, Z.
Powiązania:
https://bibliotekanauki.pl/articles/225550.pdf
Data publikacji:
2011
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
przemieszczenia żelbetonowe kominów
reinforced concrete chimney displacements
Opis:
Knowing the movements of chimneys (classified as the slender structure) has a very important role in the process of their construction and operation. Problem affects both the shaft and foundation of the chimney. Exceeding the maximum displacement of these buildings could in turn lead to the failure or construction catastrophe. This article aims focus on issue on the value of reinforced concrete chimney displacement measured geodesic projection method (without the knowledge of wind loads and nature of displacement during the measurement) and the theoretical displacements obtained for the adopted models in the computer calculation, ie static model and a dynamic model. The article presents the numerical analysis of reinforced concrete chimney displacements, ie shaft and foundation in terms of its displacement caused by standard wind load q in acceptable terms of the foundation and on the hypothetical loads (real) wind, which was carried out geodetic measurements. For analysis used Autodesk Robot Structural Analysis and MSC Marc for accepted model of shaft and substrate flexibility / stiffness Kz. The results obtained modeling the chimney (the analysis of static and dynamic - having a very important role in modern design of slender structures) carried out in two programs, and obtained during the surveying are presented in graphical form table.
Źródło:
Reports on Geodesy; 2011, z. 1/90; 249-255
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Numerical modelling of the mining induced horizontal displacement
Autorzy:
Tajduś, K.
Powiązania:
https://bibliotekanauki.pl/articles/178569.pdf
Data publikacji:
2015
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
finite element method
horizontal displacements
mining excavation
Opis:
The paper presents results of numerical calculations and modeling of mining-induced surface deformation based on Finite Element Method (FEM). Applying the numerical method discussed to calculations allows us to assume a larger number of factors, such as rock mass structure, fracture network, rock properties, etc., which essentially affect the results obtained. On the basis of an elastic transversely isotropic model, an analysis of horizontal displacement distribution and surface subsidence was carried out for two sample regions of mines. The results of numerical calculations were later compared with the measured values. Such an analysis proved that the applied numerical model properly described distribution and values of subsidence and slope of subsidence trough, though there were serious differences in the values of calculated horizontal displacement, especially in areas of far influence range. In order to improve the matching, the influence of boundary conditions of the model on the value of calculated horizontal displacement was analyzed. The results are presented in graphs.
Źródło:
Studia Geotechnica et Mechanica; 2015, 37, 4; 65-73
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Przesiedleńcy w Wielkopolsce. Stosunek ludności miejscowej do osadników z Kresów Wschodnich
Displaced Persons in Greater Poland. Attitude of Local People towards the Settlers from the Eastern Borderlands
Autorzy:
Garbatowska, Adriana
Powiązania:
https://bibliotekanauki.pl/articles/532187.pdf
Data publikacji:
2014
Wydawca:
Muzeum Pierwszych Piastów na Lednicy
Tematy:
przesiedlenia
Wielkopolska
wieś
narracja
displacements
Greater Poland
village
narrative
Opis:
The thread brought up in this article concerns the way how the local people see the displacements and the displaced settlers. It is an aspect of the research theme “The Memory of Displacements after World War II in the Settlers’ Families in the Area of Greater Poland”. The research is aimed at recording the present-day perception of displacements from the Eastern Borderland to Greater Poland that took place after World War II. Two groups of inhabitants are examined—displaced persons and local people—in a few selected Greater Polish villages (Broniszewice, Józefów, Nowa Kaźmierka, Walkowice, Biała, Radolin, Drachowo, Potrzymowo). Greater Poland as the settlement goal for the displaced persons from the Eastern Borderland is nothing of an obvious area. Customarily, historically, geographically, and socially the displacements are associated with territories west- and northwards of the historical Greater Poland area (a small area on the right bank of the Noteć River is an exception here). These were called the Recovered Territories or Western and Northern Territories, meaning lands which till 1939 had been a part of Germany. The move of the borders of Poland westwards in 1945 resulted in two phenomena: Poles, from the territories lost in the East, were directed to the regained lands in the West and North. According to the then authorities’ intentions, the settlement of Polish people was to justify Poland’s right to possess these areas. The analysis of the community from a given village is aimed at depicting the way these communities see one another. e in3uence on the following coexistence and changes has been taken into consideration as well. Has this neighbourhood of more than half a century evened out, if ever, perceiving the origins of the interviewed people and others? As regards the displacements, the focus of the authoress is on the process of adaptation to a new social, cultural, and economic environment, through which the local people saw new settlers. e considerations are based on the 4eld research conducted in the aforementioned villages between 2009–2012. e research group of locals numbered 51 persons. The oldest informer was born in 1919, whilst the youngest one in 1976. In the group of people born between 1919 and 1944, thirty interviews were carried out. Eighteen interviews occurred in the group of people between 1945 and 1969 and there were three talks with persons born after 1970. The term “locals” is treated narrowly in this case. It denotes people whose origin is of no doubt: they were born in the examined village or in the nearest vicinities.
Źródło:
Studia Lednickie; 2014, 13; 177-187
0860-7893
2353-7906
Pojawia się w:
Studia Lednickie
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Rehabilitation of Prestressed Concrete Bridges by FRP Composites in the Light of in Situ Testing
Autorzy:
Mordak, Arkadiusz
Mańko, Zbigniew
Powiązania:
https://bibliotekanauki.pl/articles/503810.pdf
Data publikacji:
2016
Wydawca:
Międzynarodowa Wyższa Szkoła Logistyki i Transportu
Tematy:
concrete bridges
FRP composites
displacements
strains
bridge structure repair
Opis:
The article presents the analysis of FRP composite materials strengthening systems for pre-stressed bridge structure elements. Displacements and strains of main beams of bridges were investigated before and after the strengthening executed by FRP composite materials. Test load field and theoretical analysis were performed after bridge structure repair. The results of bridge structures after strengthening in field load tests allowed for an assessment of the efficiency of the strengthening, as well as establishment of guidelines for future reference concerning this type of maintenance in the engineering practice.
Źródło:
Logistics and Transport; 2016, 29, 1; 57-64
1734-2015
Pojawia się w:
Logistics and Transport
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Application of electrical resistivity imaging and land surveying in the analysis of underground construction impact on the Warsaw scarp
Autorzy:
Kaczmarek, Łukasz
Woźniak, Marek
Mieszkowski, Radosław
Dybciak, Tomasz
Powiązania:
https://bibliotekanauki.pl/articles/2025311.pdf
Data publikacji:
2016
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
electrical resistivity imaging
position measurements
underground
Warsaw Scarp
displacements
Opis:
The pa per pres ents the anal y sis of the II Un der ground Line con struc tion’s im pact on the War saw Scarp with the use of the elec tri cal re sis tiv ity im ag ing (ERI, also known as the elec tri cal re sis tiv ity to mog ra phy) and fur ther to tal sta tion posi tion mea sure ments. The un der ground passes un der the scarp per pen dic u lar in the area of Dynasy Street 6, in Downtown dis trict. The elec tri cal re sis tiv ity im ag ing was per formed for rec og ni tion of the geo log i cal struc ture and a potential land slide sur face or zone. The gra di ent sys tem was used dur ing the prospection. In these anal y ses, the lon gi tu di nal sec tion was 40 m long, and the depth of sur vey amounted to 6 m. In the case of the 200 m long trans verse sec tion, there sulted depth of sur vey was 30 m. The geo phys i cal im age of the lon gi tu di nal sec tion, does not con tain loos en ing soil zones, which could in di cate slip sur face. Next, to tal sta tion mea sure ments, which were tied to the ar chi val geo detic obser va tions’ re sults, were car ried out. The aim of the mea sure ments was to ver ify the ac tiv ity of the hor i zon tal and verti cal dis place ments. The TBM ex ca va tion pro cess led to sum mary ver ti cal dis place ments up to approx. 24 mm and hor i zon tal dis place ments amount ing to approx. 13 mm. To sum up, the cur rent land sur veys re veals mi nor un der ground line’s con struc tion im pact on the scarp dis place ment. Nev er the less, the sen si tive ur ban en vi ron ment re quires fur ther mon i tor ing, es pe cially that the op er a tion loads can re sult in dis place ment rate change.
Źródło:
Studia Quaternaria; 2016, 33; 83-90
1641-5558
2300-0384
Pojawia się w:
Studia Quaternaria
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Stiffness Analysis of the External Fixation System at Axial Pressure Load
Autorzy:
Pervan, Nedim
Mešić, Elmedin
Muminović, Adis J.
Delić, Muamer
Muratović, Enis
Powiązania:
https://bibliotekanauki.pl/articles/2201778.pdf
Data publikacji:
2022
Wydawca:
Stowarzyszenie Inżynierów i Techników Mechaników Polskich
Tematy:
external fixation device
stiffness analysis
interfragmentary displacements
principal stresses
Opis:
The paper analyzes the stiffness of the Orthofix external fixation system at axial pressure load, applied to the lower leg in case of an unstable fracture. Based on the actual construction of the Orthofix fixator, its 3D model was formed, and then a structural analysis was performed in the CATIA V5 software system. The aim of this paper is to investigate the mechanical properties of Orthofix fixator. FEM analysis of the fixator revealed displacements at characteristic points of the structure and fractures. During the FEM analysis, it is possible to change the load values, all with the aim of obtaining the best possible information about the behavior of the fixator during installation and use by the patient. Based on the results obtained from the FEM analysis, it can be concluded that the Orthofix fixative shows very good stiffness, but also that it can be improved by using newer materials, such as composite or some alloys of titanium and aluminum.
Źródło:
Advances in Science and Technology. Research Journal; 2022, 16, 3; 226--233
2299-8624
Pojawia się w:
Advances in Science and Technology. Research Journal
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The assessment of the application of terrestrial laser scanning for measuring the geometrics of cooling towers
Autorzy:
Głowacki, T.
Grzempowski, P.
Sudoł, E.
Wajs, J.
Zając, M.
Powiązania:
https://bibliotekanauki.pl/articles/100605.pdf
Data publikacji:
2016
Wydawca:
Uniwersytet Rolniczy im. Hugona Kołłątaja w Krakowie
Tematy:
TLS
monitoring
displacements
cooling tower
hyperboloidal tower
wieża chłodnicza
Opis:
The investigation of technical condition of cooling towers is an important engineering issue. Regulations regarding safe operations of high structures force periodic measurements in order to determine technical state of such towers. This paper presents the processing methodology of laser scanning data and shows computation results of cooling tower W-1 shape changes. These results were referred to the designed shape of the tower in question. Tower surface displacements (deformations) are shown by plotting the deviations of the measured shape from the regular one. The determined changes in the surface shape are between –20 cm and 5 cm. This article presents the evaluation of the technical condition of the W-1 cooling tower.
Źródło:
Geomatics, Landmanagement and Landscape; 2016, 4; 49-57
2300-1496
Pojawia się w:
Geomatics, Landmanagement and Landscape
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The SVM method as an instrument for the classification of vertical displacements
Autorzy:
Mrówczyńska, M.
Powiązania:
https://bibliotekanauki.pl/articles/106759.pdf
Data publikacji:
2015
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
neural networks
classification
vertical displacements
sieci neuronowe
klasyfikacja
przemieszczenia pionowe
Opis:
The article presents the basic rules for constructing and training neural networks called the Support Vector Machine method as well as possible applications for this kind of network. SVM networks are mainly used for solving tasks of classifying linearly and non-linearly separable data and regression. However, in recent years more applications have been found for them. The networks also solve such problems as the recognition of signals and images as well as speech identification.In this paper, non-linear SVM networks have been used for classifying linearly separable and non-separable data with a view to formulating a model of displacements of points in a measurement-control network. The points of the measurement-control network were placed on a civil engineering object located on expansive soil (linearly separable data) and represented a mining exploitation area (linearly non-separable data). The task of training SVM networks requires the use of quadratic programming in search of an optimum point of the Lagrangian function in relation to the parameters being optimised. In the case of linearly non-separable data, the SVM method makes it possible to find a hyperplane which classifies objects as correctly as possible, and at the same time is located possibly far away from concentrations typical of each class.
Źródło:
Reports on Geodesy and Geoinformatics; 2015, 98; 18-27
2391-8365
2391-8152
Pojawia się w:
Reports on Geodesy and Geoinformatics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analysis of embedded retaining wall using the subgrade reaction method
Autorzy:
Pasik, T.
Chalecki, M.
Koda, E.
Powiązania:
https://bibliotekanauki.pl/articles/178301.pdf
Data publikacji:
2015
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
earth pressure
internal forces
displacements
Subgrade Reaction Method
retaining wall
Opis:
This paper analyzes the distribution of internal forces and displacements of embedded retaining wall in Quaternary deposits and Tertiary clays. Calculations have been based on the Subgrade Reaction Method (SRM) for two different types of earth pressure behind the wall (active, at-rest) in order to show the differences resulting from adopting the limit values. An algorithm for calculation of “cantilever wall” using the Mathematica program was proposed.
Źródło:
Studia Geotechnica et Mechanica; 2015, 37, 1; 59-73
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Wyświetlanie 1-15 z 94

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