Analysis and Design of Plated Structs. [V. 2 - Dynamics] by N. Shanmugam, C. Wang

By N. Shanmugam, C. Wang

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The natural frequency values obtained by means of this approach are compared with values yielded by shell FEA performed in a commercial code, for members with several cross-section geometries − good agreement was found in all cases. 6% from similar results yielded by shell FEA − however, the FSA involve only about 1% of the number of degrees of freedom required by FEA. Williams et al. (1996) applied the semi-analytical finite strip method to investigate the vibration behaviour of uniaxially compressed simply supported stiffened panels with I-section and semi-circular stiffeners − they concluded that there is a strong correlation between their fundamental frequency and critical buckling load values.

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C. , Prentice-Hall, Upper Saddle River, New Jersey. W. O. (1962), Vibrations of linearly tapered cantilever beams. Journal of the Engineering Mechanics Division, ASCE, 88(EM2), 95–123. Ishizake, H. and Hatakeyana, N. (1956), Experimental and numerical studies on vibration of buildings. Proceedings of First World Conference on Earthquake Engineering, Berkley, California, 1956. S. S. (1958), Engineering Vibrations, McGraw-Hill, New York. K. and Raciti, S. (1989), Recent advances in analysis of laminated beams and plates, part II: vibrations and wave propagation.

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