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Based on the results of modal analyses, a steady-state dynamic analysis is conducted to determine the modules' dynamic responses to the harmonic excitations with an amplitude of 2400 Pa and frequencies ranging from 0 Hz to 100 Hz.
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Modal analyses of an integrated assembly were conducted by employing the fluid-structure (F-S) model as well as the traditional added-mass model.
Modal analyses show an 11% enhancement in structural response as compared to that of the original structure; thereby validating the method as a fast and reliable approach in design process of tall buildings.
The theoretical study is validated through comparison with results of experimental modal analyses performed on a AISI 304 stainless steel pipe supported by two thin diaphragms and filled with water to different levels.
Numerical results of the steady blade and flap deflections as well as the vibratory hub loads were also presented for various advance ratios and were compared with previously published analysis results obtained from modal analyses based on a moderate deflection-type beam theory.
High accuracy of the proposed higher-order beam-shell method is demonstrated through static and modal analyses of various structures including a simplified model of a vehicle body-in-white (BIW).
Both time history and modal analyses are performed on an elevated tank.
As examples of application, the separation of the twin modes of a square plate and the partial modal analyses of aluminium plates up to a modal overlap of 70% are presented.
Theoretical and experimental modal analyses were carried out using a thick-walled circular cylinder model to obtain its natural frequencies and mode shapes.
This research seeks to employ the same model to investigate an atomic-scale structure for tensile and modal analyses, based on atomistic continuum mechanics (ACM) and a finite element method (FEM).
However, the modal analyses were performed with the assumption of a bi-axial stress state.
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