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- 牧野 稔
- 建設省建築研究所
書誌事項
- タイトル別名
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- ON THE STUDY OF RECTANGULAR STRUTS SUBJECTED TO AXIAL FORCE AND BENDING MOMENT IN ELASTO-PLASTIC RANGE
- ダン ソセイイキ ニ オケル ジク ホウコウリョク オ ウケル クケイ ダンメン ブザイ ノ ケンキュウ
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抄録
The generalized slope deflection coefficients for the struts subjected to axial force and bending moment in elastoplastic range are calculated by numerical integration with following assumptions: 1) The member has a uniform rectangular cross section. 2) The stress strain relation of material is ideal elastoplastic one and the hysteresis effect is ignored. 3) The plane of cross section remains plane after deformation and curvature is small. The coefficients in the case for P/P_y=0.4 and P/P_e=0.015, in which P is existing axial force, P_y is yield force of the cross section and P_e is Euler load for hinged ends condition, are indicated in two charts. These are valid for a short column and its slenderness ratio is obtained as about seventeen from a chart for mild steel columns. Then the deformation characteristics of short columns subjected to horizontal shear force for several axial force conditions are discussed and the simplest examples are illustrated for applications of analysis.
収録刊行物
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- 日本建築学会論文報告集
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日本建築学会論文報告集 93 (0), 9-13, 1963
一般社団法人 日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390001205604987776
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- NII論文ID
- 110006157409
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- NII書誌ID
- AN0018882X
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- ISSN
- 24330027
- 03871185
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- NDL書誌ID
- 9157499
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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