書誌事項
- タイトル別名
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- ASEISMIC CAPACITY OF STEEL STRUCTURES (IV) : Low-Rise Rigid Frames with Asymmetric Braces
- コウ コウゾウブツ ノ タイシン アンゼンセイ ニ ツイテ 4 テイソウ ヘン
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抄録
Continuing to the preceding paper (III), in which the aseismic capacity of steel structures composed of rigid frames with symmetric braces were discussed on, the purpose of this paper is to make clear the aseismic capacity of steel structures with asymmetric braces in plan from the point of view of technology. First, steel structures with asymmetric braces are divided into two types, i.e. torsional rigid and flexible ones. Successively, based on the fundamental idea of the steady-state resonance of torsional vibration as an ultimate state, analytical procedures to obtain the resonance-fatigue characteristics of torsional flexible type steel structures with asymmetric braces are presented. Finally, evaluation criteria and procedures of the aseismic capacity and safety of such structures are proposed.
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 283 (0), 58-67, 1979
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
- 1390001205539436032
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- NII論文ID
- 110003881566
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- NII書誌ID
- AN0018882X
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- ISSN
- 24330027
- 03871185
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- NDL書誌ID
- 2064189
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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