書誌事項
- タイトル別名
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- ASEISMIC CAPACITY OF STEEL STRUCTURES (II) : Applications; Rigid Frames without Braces Composed of H-Columns
- コウ コウゾウブツ ノ タイシン アンゼンセイ ニ ツイテ 2 シュ ト シテ
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In order to make sure the reasonableness of the analytical equations and methods presented in the previous paper which gave the flexural deformation characteristics and fatigue characteristics of structural members and sections composed of plate elements, calculations on H-columns are carried out, and their results are compared with test results. As an application example, using the analytical equations and procedures mentioned above, calculations are performed in order to estimate the aseismic capacity of column-yielding type rigid frames without braces composed of 300mm series H-columns. As a result, it is shown that cross sectional area ratios between flange and web elements of H-sections and axial load level ratios are the main factors for the aseismic safety of such frames and that the critical load level ratio is found to be about 1/6.
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 230 (0), 29-35,110, 1975
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
- 1390001205538696576
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- NII論文ID
- 110003880897
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- NII書誌ID
- AN0018882X
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- ISSN
- 24330027
- 03871185
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- NDL書誌ID
- 1599281
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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
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- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可