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Spatial free vibration of shear deformable circular curved beams with non-symmetric thin-walled sections

โœ Scribed by Nam-Il Kim; Moon-Young Kim


Publisher
Elsevier Science
Year
2004
Tongue
English
Weight
395 KB
Volume
276
Category
Article
ISSN
0022-460X

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The dynamic stiffness matrix formulation for circular curved members of constant section, including the effects of rotary intertia, shear deformation and extension of the neutral axis, is presented for determining natural frequencies of continuous curved beams undergoing in-plane vibrations. A three