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Therefore, incompatibility between experimental and analytical models is solved by finite element model updating methods.
Necessary parameters for the actuator have been arrived by finite element model.
Finally, all the analyses have been verified by Finite element model.
The static stress of the spring tower caused by the body weight is calculated by finite element model.
The mid-span deflection and cracks patterns of tested beams obtained by finite element model showed good agreement with the experimental data.
The experimental results show that the identified stiffnesses by the proposed method are consistent with that by finite element model updating from ambient vibration measurements.
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The mode numbers and forms of vibrations have been identified by finite element modelling and photographic techniques; very good agreement between modelling and experiment was achieved.
Also, the usability of the simple model was verified by comparing its simulation results with those by finite element model-based PZFlex.
Optimised patch repairs were calculated by finite element modelling.
The experimental studies were complemented by finite element modeling (FEM).
The spherulitic macrostructure is described by finite element models.
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