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Search results for: STABILITY LIMIT

Best results in : Research Potential Pokaż wszystkie wyniki (69)

Search results for: STABILITY LIMIT

  • Katedra Mechaniki Budowli

    Research Potential

    Aktualnie działalność naukowo-badawcza Katedry koncentruje się, na następujących zagadnieniach: modelowanie konstrukcji, identyfikacja modeli, mechanika konstrukcji cienkościennych, konstrukcje kompozytowe, nieliniowa statyka i dynamika, teoria niezawodności, problemy zniszczenia, optymalizacja konstrukcji, analiza wrażliwości, identyfikacja uszkodzeń konstrukcji, analiza wpływu drgań na budowlę, czy biomechanika.

  • Katedra Konstrukcji Metalowych

    Research Potential

    Kierunki badań w Zespole Konstrukcji Metalowych są ściśle powiązane z następująca tematyką: liniowe i nieliniowe analizy numeryczne oraz badania konstrukcji prętowych i powłokowych, zagadnienia dynamiki konstrukcji metalowych, imperfekcje w konstrukcjach metalowych, identyfikacja naprężeń wewnętrznych w stali, inżynieria sejsmiczna, nośność połączeń na śruby oraz rehabilitacja zabytkowych konstrukcji stalowych.

  • Katedra Mechaniki Konstrukcji

    Research Potential

    Mechanika konstrukcji obiektów badawczych takich jak kadłuby statków i jachtów, platformy wiertnicze, elektrownie wiatrowe, rurociągi, zbiorniki oraz osprzęt żaglowy jednostek pływających - zarówno stalowe jak i kompozytowe.

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Search results for: STABILITY LIMIT

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Search results for: STABILITY LIMIT

  • Investigation of stability and limit load of a truss overhead opened bridge

    Publication

    - Year 2016

    The paper presents selected methods of determining stability and limit load of a truss top chord in opened bridges. These methods include linear buckling and non-linear static analysis based on the finite element method and algorithms based on design code procedures. The described methods were tested on an example of a steel footbridge situated in Straszyn. The results of stability analysis are compared. The results of geometrical...

  • Stability and limit load analysis of a cold-formed channel section column

    Publication

    - Year 2015

    The paper presents stability and limit load analysis of a steel column 1440 mm high of a cold-formed channel section, subjected to a combination of compression and bending. Experimental results were compared to the resistance of a code procedure and to the outcome of numerical non-linear analysis. Comparison was made of numerical solutions by means of static (Riks) and dynamic (Explicit and Implicit) methods. Perfectly elastic...

  • Stability of an Innovative Cold-Formed GEB Section

    Publication

    - Engineering Transactions - Year 2017

    This paper is focused on the numerical analysis and experimental test of stability of the cold-formed profile with an innovative GEB cross-section. For the shell model of the axially compressed member, the linear buckling analysis and the nonlinear static analysis were carried out. In the numerical research, the buckling load and the limit load for variable section heights were obtained. Some of the results were compared with the...

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  • On thermal stability of topological qubit in Kitaev's 4D model

    Publication

    - OPEN SYSTEMS & INFORMATION DYNAMICS - Year 2010

    We analyse stability of the four-dimensional Kitaev model-a candidate for scalable quantum memory - in finite temperature within the weak coupling Markovian limit. It is shown that, below a critical temperature, certain topological qubit observables X and Z possess relaxation times exponentially long in the size of the system. Their construction involves polynomial in system size algorithm which uses as an input the results of...

  • Stability of trusses with linear elastic side-supports

    Publication

    - THIN-WALLED STRUCTURES - Year 2007

    The present research is devoted to study of a lateral buckling of truss with linear elastic side supports. The elastic support reaction in relation to force in compressed chord and coefficient of buckling length related to side support distance are also calculated. The effect of slope of side support on limit force is also considered. The nonlinear analysis of two roof trusses are carried out. The results are compared to design...