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Ministry points: Help
| Year | Points | List |
|---|---|---|
| Year 2024 | 20 | Ministry scored journals list 2024 |
| Year | Points | List |
|---|---|---|
| 2024 | 20 | Ministry scored journals list 2024 |
| 2023 | 40 | Ministry Scored Journals List |
| 2022 | 20 | Ministry Scored Journals List 2019-2022 |
| 2021 | 20 | Ministry Scored Journals List 2019-2022 |
| 2020 | 20 | Ministry Scored Journals List 2019-2022 |
| 2019 | 20 | Ministry Scored Journals List 2019-2022 |
| 2018 | 15 | B |
| 2017 | 15 | B |
| 2016 | 15 | B |
| 2015 | 15 | B |
| 2014 | 7 | B |
| 2013 | 7 | B |
| 2012 | 7 | B |
| 2011 | 7 | B |
| 2010 | 9 | B |
Model:
Points CiteScore:
| Year | Points |
|---|---|
| Year 2022 | 1.3 |
| Year | Points |
|---|---|
| 2022 | 1.3 |
| 2021 | 1.3 |
| 2020 | 1.2 |
| 2019 | 0.9 |
| 2018 | 0.6 |
| 2017 | 0.3 |
| 2016 | 0.1 |
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- Yes - with restrictions
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Indexed in DOAJ
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Sherpa Romeo:
Papers published in journal
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total: 12
Catalog Journals
Year 2017
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COMPARATIVE NUMERICAL ANALYSIS OF DIFFERENT STRENGTHENING SYSTEMS OF HISTORICAL BRICK ARCHES
PublicationThe article presents a comparative numerical analysis of various ways to strengthen historical brick arches. Five ways of strengthening brick arches with steel tie-rods have been proposed. Two of these involve the use of braces wrapped around pillars supporting the arch connected with a tie-rod; another two ways involve the use of the tie-rods with welded metal sheets of different sizes; the last way involves the use of the tie-rod...
Year 2016
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Effect of Pendolino high-speed rail on the structure of buildings located the proximity of the railway tracks
PublicationThe following research focuses on the dynamic analysis of the impact of the high-speed train inducted vibrations on the structures located near railway tracks. The office complex chosen as the subject of calculations is located in the northern part of Poland, in Gdańsk, in the proximity of Pendolino, the high speed train route. The high speed trains are the response for the growing needs for more efficient railway system. However...
Year 2015
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A COMPARISON OF THE WIND SPECTRUM ACCORDING TO DIFFERENT METHODS - AN ORIGINAL PROJECT OF A BUILDING ON A CLIFF IN GDYNIA
PublicationThe article presents numerical simulations of the dynamic wind loads on the structure of a building designed on a cliff in Gdynia. The results obtained from the two methods: Davenport’s and Karman’s are compared. The results allowed a comparison of the two methods, and they provided an answer to the question how a construction, designed in such an unusual condition of a cliff behaves under the influence of the gusting wind. The...
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ANALYSIS OF BRACE STIFFNESS INFLUENCE ON STABILITY OF THE TRUSS
PublicationThe paper is devoted to the numerical and experimental research of stability of a truss with side elastic supports at the top chord. The structure is a model of a real roof truss scaled by factor ¼. The linear buckling analysis and non-linear static analysis were carried out. The buckling length factor for the compressed top chord was calculated and the limit load for the imperfect truss shell model with respect to brace stiffness...
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Cable-stayed cantilever structures as an expat of unique application in the construction of a building located in seismic area – an author’s project of multifunctional building in Lisbon, Portugal
PublicationThe article presents numerical simulations for the modelling of seismic impact on the structure of unique cantilever cablestayed structure with application of two methods. The Response Spectrum method, in which a spectrum of the structure's responses to an earthquake's impact is generated and the Accelerogram method, in which we generate dynamic load in the form of a diagram of the connection between acceleration and time for...
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COMPUTER-AIDED CONSTRUCTION AT DESIGNING REINFORCED CONCRETE COLUMNS AS PER EC
PublicationThe article presents the author’s computer program for designing and dimensioning columns in reinforced concrete structures taking into account phenomena affecting their behaviour and information referring to design as per EC. The computer program was developed with the use of C++ programming language. The program guides the user through particular dimensioning stages: from introducing basic data such as dimensions, concrete...
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DYNAMIC ANALYSIS OF HISTORIC RAILWAY BRIDGES IN POLAND IN THE CONTEXT OF ADJUSTING THEM TO PENDOLINO TRAINS
PublicationThe article presents the dynamic analysis of the historic railway bridge in Tczew as an example of the usefulness of such type of bridge for high-speed trains. The model of the bridge and the simulation of rolling stock passage was performed in SOFISTIK program. The scope of work includes experimental studies, the solution of the problem concerning the correct solution features dynamic model takes into account the dependencies...
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Elastic wave propagation for condition assessment of steel bar embedded in mortar
PublicationThis study deals with experimental and numerical investigations of elastic wave propagation in steel bars partially embedded in mortar. The bars with different bonding lengths were tested. Two types of damage were considered: damage of the steel bar and damage of the mortar. Longitudinal waves were excited by a piezoelectric actuator and a vibrometer was used to non-contact measurements of velocity signals. Numerical calculations...
Year 2010
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Trajectory tracing problem for a redundantly actuated walking robot
PublicationPraca prezentuje zagadnienia modelowania dynamiki robotów kroczących. Rozważany robot jest układem o zmiennej liczbie stopni swobody. Wynika to z obecności więzów jednostronnych występujące w układzie. Jak dla większości układów o zmiennej liczbie stopni swobody, w niektórych z konfiguracji roboczych liczba silników przekracza liczbę stopni swobody. (dla układów płaskich, po pojawieniu się kontaktu koła i odnóża, układ o sześciu...
Year 2006
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Friction forces for human hip joint at a naturally permeable cartilage
PublicationNiniejsza praca omawia różne rodzaje sił tarcia występujących w szczelinach stawów człowierka. W artykule dokonano analizy kilku ważnych czynników wpływających na wartości sił tarcia występujących w stawach człowieka. Rozważa się siły tarcia wywołane klasycznym hydrodynamicznym smarowaniem, wzmożonym hydrodynamicznym smarowaniem, wyciskaniem a także przesączaniem cieczy synowialnej do i z porowatej warstwy chrząstki stawowej.
Year 2003
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Time dependent slurry viscosity of finegrained silicon dioxide particles.Second International Conference on Engineering Rheology ICER 2003.
PublicationCząstki dwutlenku krzemu otrzymywano w wyniku reakcji chemicznej krzemianu sodowego z gazowym dwutlenkiem węgla. Krzemian sodowy był rozpuszczony w wodnym roztworze glikolu trójetylenowego. Dwutlenek węgla wprowadzano do strefy wznoszenia reaktora airlift z wewnętrzną cyrkulacją. Obserwowano położenie maksimów na krzywych zależności lepkości zawiesiny reakcyjnej od czasu.
Year 2002
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Calculation of flatness errors formed on the tool during finishing machining by lapping. Second International Tribology Conference, SITC 2002.
PublicationPłaskość przedmiotów obrabianych zależy głównie od płaskości narzędzia stosowanego w docieraniu. Orientacja przedmiotu na docieraku musi być wyznaczona w celu określenia korelacji pomiędzy błędami płaskości obu powierzchni. Metoda wyznaczania błędów niepłaskości narzędzia przedstawiona została w referacie. Pokazane zostały przykładowe położenia przedmiotów o różnych kształtach na czynnej powierzchni docieraka z błędem wklęsłości.
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