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Historie projektů - Fakulta elektrotechniky a informatiky - VŠB-TUO

https://www.fei.vsb.cz/440/cs/veda-a-vyzkum/historie-projektu/index.html?fromPage=/440/cs/veda-a-vyzkum/historie-projektu/index.html&projectDetailId=56972384

Historie projektů - Fakulta elektrotechniky a informatiky - VŠB-TUO Přeskočit na hlavní obsah Historie projektů Název projektu Unattended test tool for mobile networks

Ongoing research projects - Fakulta elektrotechniky a informatiky - VŠB-TUO

https://www.fei.vsb.cz/en/research/projects-and-grants/research-projects/?fromPage=/en/research/projects-and-grants/research-projects/index.html&projectDetailId=715042364

Ongoing research projects - Fakulta elektrotechniky a informatiky - VŠB-TUO Skip to main content Ongoing research projects Title Development of a control system and demonstrator for

Transactions CES

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this article only as a geographical definition for the territory of today's Serbia, Kosovo and Bulgaria. First, it summarizes the artistic technique as such. The

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http://tces.vsb.cz/Home/ArticleDetail/389

due to moving load, as the important source for the response of track components in the low frequency area (0 Hz less than f less than 40 Hz). The low-frequency

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http://tces.vsb.cz/Home/ArticleDetail/619

has been used for modeling of cylindrical structure. The direct differentiation method has been applied in solution of the problem considered. The examples of sensitivity

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http://tces.vsb.cz/Home/ArticleDetail/718

Leica DISTO distance meter, block diagram of communication interface and mechanical design are briefly described. Laser distance meter is used for measurement of

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http://tces.vsb.cz/Home/ArticleDetail/733

localization approaches were tested and applied for testing on migmatite samples. Download full version of article

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http://tces.vsb.cz/Home/ArticleDetail/781

using seismic source response spectra has been designed. The conditions for achieving a satisfactory coincidence of the reversely generated spectrum with the source

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http://tces.vsb.cz/Home/ArticleDetail/624

Transactions CES Home Pages Article detail An Energetic Approach for Interface Delamination Problem in Sliding Mode with Cohesive or Adhesive Contact Jozef Ksinan,

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http://tces.vsb.cz/Home/ArticleDetail/532

of Ostrava, Civil Engineering Series 2010, Volume 10, Issue 1, Pages 107-114 Doi: 10.2478/v10160-010-0013-4 For majority of materials the stress-strain relation

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finite element method for modeling of fiber reinforced concrete plates placed on Winkler foundation was used. There is presented Tsai and Pagano model within micromechani

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http://tces.vsb.cz/Home/ArticleDetail/828

this article is the importance of choosing the right mesh settings for such analysis – shape, curvature control and specifically size. Their effect is closely

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http://tces.vsb.cz/Home/ArticleDetail/379

attention is paid to the influence of imperfections on the post - critical buckling mode. The FEM computer program using a 48 DOF element has been used for analysis.

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http://tces.vsb.cz/Home/ArticleDetail/382

useful for assessing the reliability of tanks and pipes. Download full version of article

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http://tces.vsb.cz/Home/ArticleDetail/428

University of Ostrava, Civil Engineering Series 2017, Volume 17, Issue 1, Pages 9-22 Doi: 10.1515/tvsb-2017-0002 The church of the Holy Trinity and parish in Fulnek was for

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that allows for the fast solution in case of well-mapped tasks. Download full version of article

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capturing a precise deformation profile of the slab in interaction with subsoil. Input data for numerical analysis were adopted from a published work. Results of

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http://tces.vsb.cz/Home/ArticleDetail/823

tension specimen. For this a numerical model was assembled representing different specimen’s thicknesses and material characteristics. From this 3D numerical model,

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http://tces.vsb.cz/Home/ArticleDetail/423

carried on following the NT Build 492 standard for the non - steady state migration test, then a 3D model was developed using the Abaqus/Standard software based

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http://tces.vsb.cz/Home/ArticleDetail/530

probabilities of three basic random events in dependence on years of bridge's operation and fatigue crack propagation. On the basis of that calculation for each

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