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Građevinski fakultet Univerziteta u Beogradu
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Катедра за техничку механику и теорију конструкција
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GraFar
GraFar
Катедра за техничку механику и теорију конструкција
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Naslovi
Fracture of reinforced concrete beams subjected to three point bending
[1]
Framework for Dynamic-Stiffness-Based Free Vibration Analysis of Plate-Like Structures
[1]
Free and forced vibration analysis of delaminated composite plates of arbitrary shape using triangular layered finite elements
[1]
Free in-plane vibration of rectangular plates using spectral element method
[1]
Free vibration analysis of beam element using isogeometric analysis
[1]
Free vibration analysis of curved Bernoulli-Euler beam using isogeometric approach
[1]
Free vibration analysis of curved spatial Bernoulli-Euler beam with circular cross section using isogeometric approach
[1]
Free vibration analysis of FGM plates by using layer wise displacement model
[1]
Free vibration analysis of multiple cracked frames using dynamic stiffness method
[1]
Free vibration analysis of plate assemblies using dynamic stiffness method
[1]
Free vibration analysis of plate assemblies using the dynamic stiffness method based on the higher order shear deformation theory
[1]
Free vibration analysis of spatial Bernoulli–Euler and Rayleigh curved beams using isogeometric approach
[1]
Free vibration analysis of stiffened and cracked laminated composite plate assemblies using shear-deformable dynamic stiffness elements
[1]
Free Vibration of Plate Assemblies Using Spectral Element Method
[1]
Free vibration study of axisymmetric assemblies using dynamic stiffness method
[1]
Free vibration study of sandwich plates using a family of novel shear deformable dynamic stiffness elements: limitations and comparison with the finite element solutions
[1]
Free vibrations of delaminated composite and sandwich plates
[1]
Free vibrations of FGM plates with imperfections using layerwise finite element
[1]
Free vibrations of laminated composite plates using layerwise displacement model
[1]
Free vibrations of laminated composite shells using the rotation-free plate elements based on Reddy's layerwise discontinuous displacement model
[1]
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