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On Wooden Column under Torsion and Deflection of Membrane

  • Gengo Matsui
  • Teruaki Tanaka
  • Hidetoshi Yokomise
Conference paper

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).

Keywords

Contour Line Stress Function Annual Ring Circular Cross Section Isotropic Solution 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Reference

  1. (1).
    ‘Handbook of the Lumber Industry’, Forestry Experiment Station ed, Maruzen.131.Google Scholar
  2. (2) to (5).
    Timoshenko.S.P. and Goodier.J.N., ‘Theory of Elasticity’, 3rd ed., McGraw-Hill Book Company, New York, 1970.293∼318.MATHGoogle Scholar

Copyright information

© Springer-Verlag Tokyo 1986

Authors and Affiliations

  • Gengo Matsui
    • 1
  • Teruaki Tanaka
    • 2
  • Hidetoshi Yokomise
    • 2
  1. 1.Waseda UniversityOkubo, Shinjuku-ku, Tokyo 160Japan
  2. 2.Kokushikan UniversitySetagaya-ku, Tokyo 154Japan

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