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http://homel.vsb.cz/~leh061/eap2/eap2_lec_07.pdf
ring plates The use of cylindrical coordinates is suitable for their solution. In the plan view, the position is determined by the polar coordinates r a . The main
https://robot2.vsb.cz/publikace/autor-pos0230
Reducing Energy Consumption in Robotic Processes Using a Single-DOF Bennett Mechanism. IEEE Access. 2025, vol. 13, pp. 215067-215078. e-ISSN 2169-9353. DOI Scopus
https://robot2.vsb.cz/publications/author-bol0039
ISO 690 A total of 6 publications matching your selection found: 2025 Articles In Foreign Journals Boleslavský, A., Ovčačíková, H., Mihola, M., Mikkola, A., Topinková,
https://gisak.vsb.cz/GIS_Ostrava/GIS_Ova_2004/Sbornik/Referaty/abss.htm
Importance of GIS in municipality administration and the barriers on implementation of urban GIS: Istanbul case Open Source a free GIT aplikace (Ing. Jan Stankovi�)
http://homel.vsb.cz/~uhl72/NejistotyMOFO24.pdf
poskytuje věrohodnější výsledky červenec 2020 Uhlář R., VŠB-TU Ostrava 25 červenec 2020 Uhlář R., VŠB-TU Ostrava 26 ● získané hodnoty x 1 ,x 2 ...x N odpovídají
http://geologie.vsb.cz/geomorfologie/Prednasky/12_kapitola.htm
Prach z "�ern�ch bou��" je un�en na velk� vzd�lenosti. e) Urychlen� marinn�ch a lakustrinn�ch pochod� Zm�ny vyvolan� �innost� lidsk� spole�nosti v mno�stv� a druhu materi�lu p�in
https://gisak.vsb.cz/GIS_Ostrava/GIS_Ova_2009/sbornik/Lists/Papers/024.pdf
sewer networks GIS data gradually becomes complete in many business practices, experts pay more attention to its maximal exploitation for various purposes.
https://www.vsb.cz/export/sites/vsb/mobility/cs/Partnerske-univerzity/01_Evidence-smluv_obdobi-21-27_AKTUALNI_04_2025.xlsx
V. Meca 2 hop0017: hop0017: Ph.D. stupeň studia 4 2 hop0017: hop0017: Ph.D. stupeň studia 4 Spolková republika Německo DE Germany TH Köln – University of Applied Sciences S 26
https://www.vsb.cz/export/sites/vsb/mobility/cs/Partnerske-univerzity/01_Evidence-smluv_obdobi-21-27_AKTUALNI_06_2025-2.xlsx
V. Meca 2 hop0017: hop0017: Ph.D. stupeň studia 4 2 hop0017: hop0017: Ph.D. stupeň studia 4 Spolková republika Německo DE Germany TH Köln – University of Applied Sciences S 26
https://www.vsb.cz/export/sites/vsb/mobility/cs/Partnerske-univerzity/01_Evidence-smluv_obdobi-21-27_AKTUALNI_10_2025-1.xlsx
V. Meca 2 hop0017: hop0017: Ph.D. stupeň studia 4 2 hop0017: hop0017: Ph.D. stupeň studia 4 Spolková republika Německo DE Germany TH Köln – University of Applied Sciences S 26
https://www.vsb.cz/export/sites/vsb/mobility/cs/Partnerske-univerzity/01_Evidence-smluv_obdobi-21-27_AKTUALNI_06_2025.xlsx
V. Meca 2 hop0017: hop0017: Ph.D. stupeň studia 4 2 hop0017: hop0017: Ph.D. stupeň studia 4 Spolková republika Německo DE Germany TH Köln – University of Applied Sciences S 26
https://www.vsb.cz/export/sites/vsb/ubytovani/.content/galerie-souboru/AJ_Prehled-pracovniku-uklidu_pro-studenty_1.2.2026.pdf
Pavla 5 + 6 + 7 Jandová Mariola Boguslawa 2 + 3 + 4 Kučerová Kateřina 5 + 6 + 7 Rošičová Ingrid 0 + 1 + 2 Chalupková Andrea 3 + 4 + 5 Foltová Veronika 6 + 7 + 8 Overview of housekeepers
http://tces.vsb.cz/Home/ArticleDetail/721
residential housing locality Nova Osada, city Ostrava. The paper coming - out from practically example, which had been analysis for Office in Ostrava. The aimed
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Transactions CES Home Pages Article detail Updating in the Probabilistic Assessment of Existing Structures Miroslav Sykora, Milan Holicky, Karel Jung Transactions
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are more or less idealized. Experimental measuring showed there is a plastic flow, respectively relaxation in real rigid bodies, i.e. stress is the function of strain,
http://tces.vsb.cz/Home/ArticleDetail/391
Transactions CES Home Pages Article detail X - Ray Investigation and Modelling of Steel Fibres in Self - Compacting Concrete Tomasz Ponikiewski, Jacek Golaszewski
http://tces.vsb.cz/Home/ArticleDetail/606
Series 2012, Volume 12, Issue 2, Pages 153-160 Doi: 10.2478/v10160-012-0029-z Postbuckling analysis of slender web loaded in compression is presented. The non-linear
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strength of concrete. Some concrete beams were reinforced, while others had no reinforcement. Accuracy of the experiments and calculations was verified in a non-linear
http://tces.vsb.cz/Home/ArticleDetail/556
influence of passive forces is presented in this paper. The Winkler model is used to the solution. It is an elastic one-parametrical model, which is characterized
http://tces.vsb.cz/Home/ArticleDetail/657
reinforced concrete structures which utilizes the B3 model and the direct stiffness method for reinforced concrete frames. The analysis is based on a numerical integration and it is implemented