Influence of rotatory inertia, shear deformation and support condition on natural frequencies of wooden beams

Author:

Chui Y. H.,Smith I.

Publisher

Springer Science and Business Media LLC

Subject

Industrial and Manufacturing Engineering,Plant Science,General Materials Science,Forestry

Reference10 articles.

1. Beglinger, V.; Bolleter, U.; Locher, W. E. 1976: Effect of shear deformation, rotatory inertia, and elasticity of the support on the resonance frequencies of short cantilever beams. J. of Eng. for Power, Transactions, ASME 99: 79?87

2. British Standards Institution 1984: Code of practice for the structural use of timber. Part 2: Permissible stress design, materials and workmanship. BS 5268: Part 2. London: BSI

3. Clough, R. W.; Penzien, J. 1975: Dynamics of structures. New York: McGraw-Hill

4. Ehlbeck, J.; Colling, F. 1988: The strength of glued laminated timber (Glulam): influence of lamination qualities and strength of finger joints. Paper No. 21-12-3. Proceedings of the 1988 CIB-W18A Meeting, Univ. Karlsruhe

5. Huang, T. C. 1961: The effect of rotatory inertia and of shear deformation on the frequency and normal mode equations of uniform beams with simple end conditions. J. of Applied Mech. 28: 579?584

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