FREE VIBRATION OF RODS, BEAMS AND FRAMES USING SPECTRAL ELEMENT METHOD
作者： Anusmita Malik
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摘要: When the structure vibrates with high frequency, finite element method needs to be modeled very large number of elements capture all necessary frequencies higher modes. The exact solution governing differential equations for vibration problems modes can formed by using frequency dependent shape functions and thereby formulating Dynamic Stiffness Matrix an from which global is obtained following procedure similar that Finite Element Method (FEM). From this DSM free have been rods beams only 2 spectral frames considering each member as element.
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