CONSIDERATION ON THE DISTRIBUTION OF HORIZONTAL REDUNDANT SHEARS TO THE FOUR FA FOUR FACES OF THE CO TRUSSED COLUMN BY TORSIONAL MOMENT

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  • トラス柱体に関するねじり応力計算式の検討について
  • トラス チュウタイ ニ カンスル ネジリ オウリョク ケイサンシキ ノ ケントウ ニ ツイテ

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Abstract

This paper treats the distribution values of horizontal torsional shears to the four faces of double Warren type column (five panels) produced by torsional moment. The methods used for computation are 1) Displacement method, 2) VDE (Verband Deutscher Elektrotechnik)-0210, 3) JEC (Japanese Electrical Cord)-127, 4) U.S.A. Design Standard No. 10 "Transmission Structures", 5) Architectural Institute of Japan-formula, 6) Yamaguchi-Shiraki's method, 7) Strain energy method. The distribution values calculated by 5), 6) and 7) are approximate to the values by 1).

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