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construction processes 2 English Summer Ing. Zbyněk Proske, Ph.D. 222-0409/02 Sustainable urban development 5 English Summer Ing. Stanislav Endel, Ph.D. 222-0413/02 Constructions for
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of contents Zuzana ANDR�SSYOV�, Martin KOTUSEvaluation of CNC Milling Machine Capability for Transmissions Gear Manufacturing (Hodnotenie sp�sobilosti CNC fr�zky
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construction processes 2 English Summer Ing. Zbyněk Proske, Ph.D. 222-0409/02 Sustainable urban development 5 English Summer Ing. Stanislav Endel, Ph.D. 222-0413/02 Constructions for
https://smwm.vsb.cz/export/sites/smwm/cs/prezentace/sepetna19/Bonding-ability-of-slags.pdf
manufacturing Metal production Slag production Specific production (kt) (kgslag/tiron) (kgslag/tsteel) Pig iron manufacturing 4 039 1 529 379 Steel manufacturing 4 974 658 132 Data for
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stavbách (Traditional solutions for south wooden constructions) Ing. arch. Igor Krčmář, Ph.D. prof. Ing. Darja Kubečková, Ph.D. Disertační 2021/2022 Název Jméno
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construction processes 2 English Summer Ing. Zbyněk Proske, Ph.D. 222-0409/02 Sustainable urban development 5 English Summer Ing. Stanislav Endel, Ph.D. 222-0413/02 Constructions for
http://homel.vsb.cz/~kov16/publikace.php
multipartite graphs na konferenci Sixth Czech-Slovak International Symposium on Combinatorics, Graph Theory, Algorithms and Applications, Univerzita Karlova v Praze (2006). Přednáška Spectra
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WITH PREVAILING DISTANCE FACTORS FOR SUBJECTS OF THE THEORETICAL BASE FOR STUDY. Journal of Applied Mathematics. 2010, roč. III(2010),
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Sborníku - Fakulta materiálově-technologická - VŠB-TUO Přeskočit na hlavní obsah Příspěvek ve sborníkuKRAMNÝ, Tomáš. The FMEA Method - Is It Still The Best for Risk
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Building Surname and name Floor Number of room for housekeepers Vaculíková Jana, Sochacká Lenka, Hammerová Ivona 4 Hammerová Ivona 5 + 6 + 7 Sochacká Lenka 8 + 9
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information and newly obtained measurements for which Bayesian approach provides a consistent framework. Updating of probabilistic distributions of basic variables,
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vertical stresses was used to compare effectiveness of geosynthetic in different height of subbase. Results for unreinforced and reinforced subbase were compared.
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nuclear power plant with the reactor WWER 440 under high internal overpressure. There is showed summary of calculation models and calculation methods for the probability
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Cubes, cylinders and re-used test beams were tested. The concrete beams were first subjected to three-point or four-point bending tests and then used for determination
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reinforced concrete structures which utilizes the B3 model and the direct stiffness method for reinforced concrete frames. The analysis is based on a numerical integratio
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problem have been obtained and compared with previous results for the uncoupled problem. The analytical estimations of strength of the composite coating have been
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Reinforcement is modeled as smeared. The article also includes a comparison of the numerical calculations with the experiment. For the calculation, BSA software
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structure and the influence of the LR-wave velocity of propagation in the subsoil is examined. A numeric example is presented to illustrate the evaluation of response for