1988
DOI: 10.2514/3.9941
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Two new approximate methods for analyzing free vibration of structural components

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Cited by 282 publications
(121 citation statements)
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“…In formulating C x lk and D x lk , w ,x = 0 at nodes 1 and N has been built-in by using MMWC-3 [16,32]. The MMWC-3 is very simple and only B x jk is computed slightly different from Equation (14), namely,…”
Section: Stress Analysis By the Hdqmmentioning
confidence: 99%
“…In formulating C x lk and D x lk , w ,x = 0 at nodes 1 and N has been built-in by using MMWC-3 [16,32]. The MMWC-3 is very simple and only B x jk is computed slightly different from Equation (14), namely,…”
Section: Stress Analysis By the Hdqmmentioning
confidence: 99%
“…The details of the polynomial-based and Fourier series expansionbased DQ methods can be found in the book of [24]. The DQ method has been extensively applied in engineering for the rapid and accurate solution of various linear and non-linear differential equations [22,23,24,25,26,27,28,29,30]. In general, the polynomial-based and Fourier series expansion-based DQ methods can achieve very accurate results by using a considerable small number of grid points.…”
Section: Introductionmentioning
confidence: 99%
“…Bert et al (1988) applied the DQM to investigate static and dynamic response of structures for the first time, and afterwards it was improved by Bert and Malik (1996). Also, Bert et al (1989) used DQM for composite plates for the first time and analyzed nonlinear bending of orthotropic rectangular plates.…”
Section: Introductionmentioning
confidence: 99%