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Приказ резултата 228-247 од 656

      Наслови
      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]