The .EPSILON. (epsilon) method applied structural analysis by computer. 2. The case of hinged joint of column base.

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  • ε法を用いたコンピュータによる構造解析　ＩＩ　　柱脚滑節の場合
  • イプシロンホウ オ モチイタ コンピュータ ニ ヨル コウゾウ カイセキ 2

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Abstract

In this report, the principle of structural analysis by the ε-method is discussed for two-dimensional multi-storied and multi-span rectangular rigid frames loaded vertically or horizontally, in cases where the bases of columns of the rigid frame are all hinged. A digital computing program for the structural analysis of the rigid frame was constructed on the basis of the ε-method and various quantities were computed by this program. The ε-method, named by the authors, is one of the slope-deflection methods and is of practical use in the structural analysis of rigid frames. Finally the results calculated by the digital computing program are shown in several figures in the present paper.

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