書誌事項
- タイトル別名
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- The .EPSILON. (epsilon) method applied structural analysis by computer. 2. The case of hinged joint of column base.
- 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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説明
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.
収録刊行物
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- 日本機械学会論文集A編
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日本機械学会論文集A編 53 (494), 1953-1960, 1987
一般社団法人 日本機械学会
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キーワード
詳細情報 詳細情報について
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- CRID
- 1390282679453884288
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- NII論文ID
- 110002377431
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- NII書誌ID
- AN0018742X
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- ISSN
- 18848338
- 03875008
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- NDL書誌ID
- 3150664
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可