By N. Shanmugam, C. Wang
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Additional resources for Analysis and Design of Plated Structs. [V. 2 - Dynamics]
Xiang, Y. and Kitipornchai, S. (1995b), Research on thick plate vibration: a literature survey. Journal of Sound and Vibration, 180, 163–176. , Xiang, Y. and Kitipornchai, S. (1998), Vibration of Mindlin Plates: Programming the p-Version Ritz Method, Elsevier, Amsterdam. M. (1963), Vibration of non-uniform beams. The Aeronautical Quarterly, 14, 387–395. N. P. (1957), Vibration design charts. Transactions, ASME, 79, 1459–1475. H. B. (1964), Transverse vibrations of tapered cantilever beams with end loads.
C. L. (2000), The Finite Element Method, Vol. 1. ButterworthHeinemann, London. 1 Introduction Thin-walled members may be viewed as an assembly of plates rigidly linked together through their longitudinal edges. g. Davies 2000, Camotim et al. e. local deformations) may strongly affect the buckling behaviour of such members. Given the high mathematical resemblance between the member buckling and vibration analyses (solutions of similar eigenvalue problems), it is logical to expect the vibration behaviour of thin-walled members to be equally susceptible to the occurrence of local deformations.
J. (1956), Free lateral vibration of beams of variable crosssection. ZAMP 7, 501–520. Thomas, J. and Dokumaci, E. (1973), Improved finite elements for vibration analysis of tapered beams. The Aeronautical Quarterly, 24, 39–46. P. (1955), Vibration Problems in Engineering, Van Nostrand Company, Princeton, New Jersey. S. (1979), Higher order taper beam finite elements for vibration analysis. Journal of Sound and Vibration, 63, 33–50. S. (1981), A linearly tapered beam finite element incorporating shear deformation and rotary inertia for vibration analysis.