書誌事項
- タイトル別名
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- THE EFFECT OF STIFFNESS AND STRENGTH OF COLUMN BASES IN FIRST STORY ON DAMAGE DISTRIBUTION OF WEAK-BEAM TYPE RIGID STEEL FRAMES
抄録
<p>Exposed-type column bases are classified by two yield types, i.e., anchor-bolt type, and base-plate type. Restoring force characteristics are slip-type and maximum point orientation type respectively. The characteristics of damage distribution in steel frames with exposed-type column bases have been clarified by many past studies. However, the literature concerning quantitative evaluation and prediction formulas is limited. The prediction formulas are needed to design such structures avoiding damage concentration as much as possible. In this paper, the damage to column bases, the upper beam of the first story, and inside the first story in steel frames with column bases that have elastic perfectly plastic restoring force characteristics are evaluated quantitatively based on the comparison with "Basic Frame". After that, the proposed prediction formula is contrasted with the time-history response analyses.</p>
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 69B (0), 352-360, 2023
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
- 1390577154752600320
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- ISSN
- 24366285
- 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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- JaLC
- Crossref
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- 抄録ライセンスフラグ
- 使用可