1992
DOI: 10.2514/3.11230
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Free vibration analysis of rectangular plates with free edges and line support along diagonals

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Cited by 2 publications
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“…11. 6 Schematic representation of rectangular plate with partial clamping imposed along one edge by means of two paralles lines of point supports.…”
Section: In References [5] and [6]mentioning
confidence: 99%
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“…11. 6 Schematic representation of rectangular plate with partial clamping imposed along one edge by means of two paralles lines of point supports.…”
Section: In References [5] and [6]mentioning
confidence: 99%
“…6 The solution for the stress function of this second building block is identical in form to that of the first. Replacing C lm and C 2m by D lm and D 2m , respectively we obtain where and D, =abD llm , and D 0m = aD nm -2A m cosh(m7i:(|)/2) m 7i (m 7i <| ) + sinh m TC (|)) (11.9) A m represents the amplitude of the shear loading term.…”
mentioning
confidence: 99%