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Structural-acoustic coupling effect on the nonlinear natural frequency of a rectangular box with one flexible plate

https://doi.org/10.1016/s0003-682x(02)00033-6
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17/17 checkable references clean · checked 2026-07-22

Every reference with a DOI in the deposited reference list resolved to a known work in Crossref or DataCite at the dated check, and none carried a retraction, withdrawal, or removal notice.

8 without a DOI — not checked. A reference deposited without a DOI is never matched by title or guessed at; it stays outside the checked set, and this line discloses that.

The 17 checked references that resolve
resolves10.1016/0022-460X(91)90620-Y
The acoustical performance of small close fitting enclosure, part 1: Theoretical models
resolves10.1016/0022-460X(65)90108-2
Free vibrations of a rectangular panel backed by a closed rectangular cavity by a closed rectangular cavity
resolves10.1016/0022-460X(77)90368-6
Acoustoelasticity: General theory, acoustic natural modes and forced response to sinusoidal excitation, including comparisons with experiment
resolves10.1016/0022-460X(73)90062-X
The transmission of sound through a cavity-backed finite plate
resolves10.1016/0022-460X(66)90169-6
Some aspects of the performance of acoustic hoods
resolves10.1121/1.1918822
Noise Reduction of Rectangular Enclosures with One Flexible Wall
resolves10.1016/S0022-460X(81)80023-5
Sound transmission through elastically supported sandwich panels into a rectangular enclosure
resolves10.1177/1351010X9500200401
The Effects of Coupled Source/cavity modes on the Acoustic Insertion Loss of Close-Fitting Enclosures
resolves10.1006/jsvi.1998.1748
SOUND INSERTION LOSS OF STIFFENED ENCLOSURE PLATES USING THE FINITE ELEMENT METHOD AND THE CLASSICAL APPROACH
resolves10.1016/S0141-0296(01)00007-4
Nonlinear response of composite plates using the finite element modal reduction method
resolves10.1115/1.2930186
Finite Element Large-Amplitude Free and Forced Vibrations of Rectangular Thin Composite Plates
resolves10.1115/1.4011396
Influence of Large Amplitudes on Free Flexural Vibrations of Rectangular Elastic Plates
resolves10.1121/1.405710
Large-amplitude finite element flexural vibration of plates/stiffened plates
resolves10.1115/1.3149544
Nonlinear Vibration Analysis of Plates: A Review and Survey of Current Developments
resolves10.2514/2.78
Finite Element Method for Nonlinear Free Vibrations of Composite Plates
resolves10.1115/1.3564618
Analysis of Heterogeneous Anisotropic Plates
resolves10.1006/jsvi.1996.0295
A FINITE ELEMENT TIME DOMAIN MODAL FORMULATION FOR LARGE AMPLITUDE FREE VIBRATIONS OF BEAMS AND PLATES
The 8 references without a DOI — listed, not checked
no DOI — not checkedThe prediction of the effects of stiffness & damping on noise reduction of small enclosure
no DOI — not checkedLee, YY. Structural-acoustic analysis of close-fitting enclosures. MPhil thesis, Department of Civil and Structural Engineering, The Hong Kong Polytechnic University; 1995.
no DOI — not checkedLee, YY, Ng, CF. The noise & vibration reduction of close fitting curved enclosure panels. In: Proceeding of The International Conference on Structural Dynamics, Vibration, Noise and Control, Hong Kong, December 1995. p. 1201–1206.
no DOI — not checkedLee YY, Ng CF. Insertion loss of stiffened enclosures. In: The 6th International Conference on Recent Advances in Structural Dynamics, ISVR, UK, July 1997. p.553–562.
no DOI — not checked10.1016/S0003-682X(02)00033-6_BIB15
no DOI — not checked10.1016/S0003-682X(02)00033-6_BIB18
no DOI — not checkedPartial differential equations, theory and technique; 2nd ed
no DOI — not checkedSzemplinska-stupnicka Wanda. The behavior of nonlinear vibrating system, vol. 1: fundamental concepts and methods: applications to single-degree-of-freedom systems. Kluwer Academic; 1990.
What this badge says. CiteStamped means the CHECKABLE references of this work were clean at the dated check: each resolved to a known work in a public registry, and none carried a retraction notice at that time. It says nothing about the quality, findings, or importance of the work itself, and nothing about references deposited without a DOI.

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