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To demonstrate the accuracy, modal analyses of the beams and plates with different boundaries have been carried out.
Modal analyses of an integrated assembly were conducted by employing the fluid-structure (F-S) model as well as the traditional added-mass model.
Further results of structural and modal analyses of the SMG are considered, while the link geometry is defined based on the design specifications.
The advantages and disadvantages of the application of a shaking table for modal analyses of full size, civil engineering structures are pointed out in detail.
Static and modal analyses of laminated hollow cylinders subjected to various kinds of loadings and boundary conditions are performed using this element.
Regression analyses of data, collected from nonlinear static and modal analyses of 22 SMRFs, provides the empirical base for the proposed equations.
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All results were compared with the results of modal analyses for the cantilever composite beam and the fixed rotor with one composite blade.
The accuracy of the simplified model is validated through a comparison of the results of modal analyses, static analyses and dynamic time history analyses using the refined FE models.
By the method of modal analyses and taking into account enough number of vibration modes, state-space equation is obtained, then sufficient number of actuators was chosen for each direction.
The model has been experimentally verified by means of modal analyses and operational accelerations.
The results of modal analyses using numerical solutions are shown to have acceptable accuracy compared with results obtained by in-situ test.
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