Repozytorium Uniwersytetu Zielonogórskiego

A consistent Ayrton-Perry approach for the flexural-torsional buckling resistance evaluation of steel i-section members = Jednolite podejście Ayrton-Perry`ego w ocenie nośności stalowych elementów dwuteowych przy wyboczeniu giętno-skrętnym (1)

A finite element method for extended KdV equations (1)

A study on the stress concentration factor induced in double countersunk holes due to uniaxial tension (1)

An analytical and numerical approach to a bilateral contact problem with nonmonotone friction (1)

Analysis of Magnetohydrodynamic (MHD) nanofluid flow with heat and mass transfer over a porous stretching sheet (1)

Analysis of brace stiffness influence on stability of the truss (1)

Application of the Southwell Method to Determine the Critical Load of Compression Rods Made of Nonlinear Materials (1)

Arbitrary high-order finite element schemes and high-order mass lumping (1)

Assessment of Seismic Bearing Capacity of a Strip Footing Resting on Reinforced Earth Bed using Pseudo-Static Analysis (1)

BEM and FEM results of displacements in a poroelastic column (1)

Buckling analysis of airframe jointed panel under combined loading (1)

Buckling capacity curves for steel spherical shells loaded by the external pressure = Krzywe nośności wyboczeniowej stalowych powłok sferycznych obciążonych ciśnieniem zewnętrznym (1)

Calculating the Dynamic Impedances of Foundations and their Effect on the Seismic Response of Structures: Analytical and Numerical Study (1)

Comparative analysis of buckling load of circular and corrugated tubes by utilizing key performance indicators (1)

Comparing performance of cross-laminated timber and reinforced concrete walls (1)

Comparisons of buckling capacity curves of pressurized spheres with EDR provisions and experimental results = Porównanie krzywych nośności wyboczeniowej powłok sferycznych obciążonych ciśnieniem z zaleceniami EDR oraz z wynikami badań eksperymentalnych (1)

Coupled finite volume and finite element method analysis of a complex large-span roof structure (1)

Design with SADSF method and analyses of elastic properties of torsion-loaded double-tee section with torsional box (1)

Designing of Steel CHS Columns Showing Maximum Compression Resistance (1)

Determination of material parameters for microbuckling analysis of fiber reinforced polymer matrix composites (1)

Dynamic reductions for the nonlinear soil-foundation-structure system interactions = Dynamiczne redukcje dla nieliniowego modelowania interakcje systemu grunt-fundament-konstrukcja (1)

Dynamical analysis of stiffened plates under patch loading (1)

Effect of initial stress on the dynamic response of a multi-layered plate-strip subjected to an arbitrary inclined time-harmonic force (1)

Elastic analysis of thin fiber-reinforced plates = Analiza sprężystych płyt zbrojonych włóknami (1)

Elastic buckling analysis of uniaxially compressed CCCC stiffened isotropic plates (1)

Elastic critical moment for bisymmetric steel profiles and its sensitivity by the finite difference method (1)

FEM study of a steel corrugated web plate girder subjected to fire (1)

Flexural Buckling Resistance of Stiffeners Reinforcing Wall of a Steel Silo (1)

Glass Beams Used in Steel-glass Roofs for the Adaptive Reuse of Historic Buildings (1)

Identification of the cause of the stem neck fracture in the hip joint endoprosthesis (1)

Inelastic stability analysis of uniaxially compressed flat rectangular isotropic CCSS plate (1)

Influence of Bimoment Restraints on the Load-Bearing Capacity of a Steel I-Beam (1)

Influence of the ribs parallel to web on warping and load-bearing capacity of a steel I-beam (1)

Initial geometric imperfections: a robust, closed-section cold-formed box profile application subject to local buckling (1)

Numerical analysis and simulations of quasistatic frictionless contact problems (1)

Numerical analysis of steel-reinforced concrete composite girders = Analiza numeryczna stalowo-żelbetowych dźwigarów zespolonych (1)

Numerical homogenization of elastic brick masonry = Numeryczna homogenizacja sprężystych ścian ceglanych (1)

Numerical modelling of the strengthening process of steel-concrete composite beams = Numeryczne modelowanie procesu wzmacniania stalowo-betonowych belek zespolonych (1)

Partial factors in modelling of steel structures reliability according to Eurocodes = Współczynniki częściowe w eurokodowym modelu niezawodności konstrukcji stalowych (1)

Performance evaluation of nonlinear viscoelastic materials using finite element method (1)

Pressure Settlement Behaviour and Bearing Capacity of Asymmetric Embedded Plus Shaped Footing on Layered Sand (1)

Probabilistic buckling analysis of the beam steel structures subjected to fire by the stochastic finite element method (1)

Seismic performance evaluation of a proposed buckling-restrained brace for RC-MRFS (1)

Shape optimization of labyrinth seals (1)

Stability and load bearing capacity of a bars with built up cross section and elastic supports = Badania stateczności i nośności prętów złożonych z podporami sprężystymi (1)

Study of dynamic buckling of FG plate due to heat flux pulse (1)

Study on harmonic analysis of functionally graded plates using FEM (1)

The effect of temperature on the vibration behaviour of laminated composite plates (1)

Theoretical and Numerical Analyses of Steel-timber Composite Beams with LVL Slabs (1)

Truss joint with positive eccentricity experimental research = Badania eksperymentalne węzła kratownicy z mimośrodem dodatnim (1)

Using a graph grammar system in the finite element method (1)

Using the ERFI function in the problem of the shape optimization of the compressed rod (1)

Vibration analysis of Kenyir Dam power station structure using a real scale 3D model (1)

Weak formulation study for thermoelastic buckling analysis of thick laminated cylindrical shells (1)

Wpływ zmiany wartości wskaźnika niezawodności ß wyznaczanego metodą form na ocenę klasy niezawodności RC analizowanej konstrukcji = Impact of the changes in reliability index ß values calculated by the form method for assessment of the reliability class RC of the analyzed structures (1)

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