THE PLASTIC INTERACTION FORMULAE OF THE STEEL BEAM-COLUMNS
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- SAKAMOTO JUN
- Nagoya Univ.
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- MIYAMURA ATUNORI
- Nagoya Inst. of Tech.
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- WATANABE MASAO
- Nagoya Univ.
Bibliographic Information
- Other Title
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- 鋼構造圧縮材の塑性耐力式に関する考察 [その 1]
- 順序統計量による荷重の確率モデルに関する考察--終局限界および使用性限界状態設計に用いる荷重モデルー1-
- ジュンジョ トウケイリョウ ニヨル カジュウ ノ カクリツ モデル ニ カンス
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Abstract
Plastic design formulae for beam-column with thrust and arbitrary end moments are derived analytically by extending K. Jezek's method. The effect of imperfections (residual stress, initial deflection) is included. The validity of the formulae is verified by rigorous numerical solutions. Simplidied design formulae; [numerical formula] are proposed.
Journal
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- Transactions of the Architectural Institute of Japan
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Transactions of the Architectural Institute of Japan 149 (0), 9-15, 1968
Architectural Institute of Japan
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Details 詳細情報について
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- CRID
- 1390001205539071616
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- NII Article ID
- 110003883398
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- NII Book ID
- AN10438559
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- ISSN
- 13404202
- 24330027
- 03871185
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- NDL BIB ID
- 4160440
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed