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2017
DOI: 10.1016/j.jsv.2017.07.053
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Modeling and vibro-acoustic analysis of elastically restrained panel backed by irregular sound space

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Cited by 29 publications
(6 citation statements)
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“…Shi et al [20] used coordinate transformation to map irregular cavities to the unit square domain and studied its acoustic properties based on the three-dimensional improved Fourier series. On the basis, Chen et al [21,22] modeled the coupling system by replacing the improved Fourier series with Chebyshev polynomial series (CPSM), which was more concise and required less computation. Kim et al [23] presented a new formulation of the coupled reduced-order modeling technique for fluidstructure interaction problems.…”
Section: Introductionmentioning
confidence: 99%
“…Shi et al [20] used coordinate transformation to map irregular cavities to the unit square domain and studied its acoustic properties based on the three-dimensional improved Fourier series. On the basis, Chen et al [21,22] modeled the coupling system by replacing the improved Fourier series with Chebyshev polynomial series (CPSM), which was more concise and required less computation. Kim et al [23] presented a new formulation of the coupled reduced-order modeling technique for fluidstructure interaction problems.…”
Section: Introductionmentioning
confidence: 99%
“…ey developed a method for identifying trapezoidal cavity modals. Chen et al [24] proposed a general analysis method for the inherent characteristics and acoustic vibration characteristics of rectangular plates with arbitrary constraints supported by irregular acoustic cavities. Chen et al [25] also proposed a domain decomposition method to predict the acoustic characteristics of an arbitrary shell composed of any number of subspaces.…”
Section: Introductionmentioning
confidence: 99%
“…Li et al [21] summarized the modified Fourier series method (MFSM) and proposed a complete set of analytical solutions for the transverse vibration of rectangular plates with general elastic boundary supports. Later on, the MFSM has been applied to solve many problems of plates with elastic boundary restraints, such as free vibration of two elastically coupled rectangular plates [22], modal analysis of general plate structures [23], and modeling analysis of elastically restrained panel [24]. This method is also used well in triangular plates [25], blades [26], circular plates [27], confocal annular elliptic plates [28], and so on.…”
Section: Introductionmentioning
confidence: 99%