鉄骨コンクリート長柱の最大強度 : H形銅およびコンクリート部分の不整形による影響
書誌事項
- タイトル別名
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- STRENGTH OF THE CONCRETE ENCASED STEEL LONG COLUMNS WITH INITIL IMPERFECTIONS
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This paper deals analytically with the effect of unavoidable initial imperfection in steel or concrete on maximum load carrying capacity of the concrete encased steel long beam-columns subjected to constant axial load and monotonically increasing equal or unequal end moments. As the initial imperfection, the eccentricity of H-shaped steel in a cross section, and sinusoidal mode shape of initial deflection of H-shaped steel and concrete column are taken into consideration in the analysis. Steel ratio, column slenderness ratio, the magnitude of axial compression and end moment ratio are taken as analytical parameters. Several remarkable effects of the imperfections on the maximum load capacity of columns are discussed on the basis of the analytical results.
収録刊行物
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- 構造工学論文集.B
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構造工学論文集.B (34), 201-209, 1988-03-07
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
- 1571135652887697920
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- NII論文ID
- 110009704835
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- NII書誌ID
- AN10249636
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- ISSN
- 09108033
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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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- CiNii Articles