Abstract
In general, a wooden column can be assumed as an anisotropic member that has different modulas of rigidity in the direction perpendicular to the annual ring(1).
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Reference
‘Handbook of the Lumber Industry’, Forestry Experiment Station ed, Maruzen.131.
Timoshenko.S.P. and Goodier.J.N., ‘Theory of Elasticity’, 3rd ed., McGraw-Hill Book Company, New York, 1970.293∼318.
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© 1986 Springer-Verlag Tokyo
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Matsui, G., Tanaka, T., Yokomise, H. (1986). On Wooden Column under Torsion and Deflection of Membrane. In: Nisida, M., Kawata, K. (eds) Photoelasticity. Springer, Tokyo. https://doi.org/10.1007/978-4-431-68039-0_22
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DOI: https://doi.org/10.1007/978-4-431-68039-0_22
Publisher Name: Springer, Tokyo
Print ISBN: 978-4-431-68041-3
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