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416-444. 2. BOUCHALA, J., DOSTÁL, Z., SADOWSKÁ, M. Scalable Total BETI Based Algorithm for 3D Coercive Contact Problems of Linear Elastostatics. Computing, 2009,
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těchto systémů se využívá maticová metoda. 1 INTRODUCTION In engineering systems the processes can be generally classified as belonging to, for example, rigid and
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Management. Aarhus School of Business, Denmark, 2005. Marcinčin,A.: Corporate Governance: A Challenge for Slovakia. Best Practices Pamphlet. Institute for
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Z., SADOWSKÁ, M. Scalable Total BETI Based Algorithm for 3D Coercive Contact Problems of Linear Elastostatics. Computing, 2009, 85, pp. 189-217, 1007/s00607-009-0044-9.
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Dimensional Contact Problems with Coulomb Friction. SIAM Journal on Optimization, 2009, 20(2009): 1, 416-444. 2. BOUCHALA, J., DOSTÁL, Z., SADOWSKÁ, M. Scalable Total BETI Based Algorithm
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MROVĚC, Tomáš; KLEIN, Tomáš; KRUPA, Petr; WONDRA, Miroslav; SUCHÁNEK, Daniel; DROZD, Josef; HRADÍLEK, Jan a LIGORI, Joy Jason. Simulation SW Application for Virtualized
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MROVĚC, Tomáš; KLEIN, Tomáš; KRUPA, Petr; WONDRA, Miroslav; SUCHÁNEK, Daniel; DROZD, Josef; HRADÍLEK, Jan a LIGORI, Joy Jason. Simulation SW Application for Virtualized
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Z., SADOWSKÁ, M. Scalable Total BETI Based Algorithm for 3D Coercive Contact Problems of Linear Elastostatics. Computing, 2009, 85, pp. 189-217, 1007/s00607-009-0044-9.
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The distribution function as a tool for judging the extent of risk Distribučná funkcia ako nástroj posudzovania miery rizika Barbora Simanová 1 Abstract The aim
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companies deal with development of computer programs for generation of geological cross-sections. The disadvantage of these programs is problematic possibility of
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No 2/2005. Brusel. 2005 [3] DG REGIO EC (2006): Guidance on the methodology for carrying out Cost-Benefit Analysis. Brusel, 2006. [4] DG REGIO EC (2008): Guide to
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expressed by histograms. Two probabilistic approaches were applied in this task – Monte Carlo simulation with Simulation-Based Reliability Assessment method, which is widely used for
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thickness of the volcanic rocks, probably less than about 1 km, is indicated. On the contrary, previous geophysical measurements indicate much thicker surface volcanic structure. For
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17 Nonlinear Analysis of the Extreme Wind Fragility of the Reactor Hall Frame Juraj Kralik, Juraj Kralik, jr. Doi: 10.35181/tces-2020-0004 Pages: 18-28 Comparison of S-N Curves for