書誌事項
- タイトル別名
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- NUMERICAL ANALYSIS OF COLLAPSING BEHAVIOR FOR MULTI-STORY STEEL MOMENT FRAMES CONSIDERING STRENGTH DEGRADATION BY LOCAL BUCKLING
- キョクブザクツ ニ ヨル タイリョク レッカ オ コウリョ シタ タソウコウ コウゾウ ラーメン ホネグミ ノ トウカイ カイセキ
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抄録
In this paper, comparative parametric analyses with fishbone shaped model considering strength deterioration of members are conducted in order to investigate the complete collapse behavior of steel moment frames. COF and widththickness ratio et al. are adopted as parameters. In a lot of cases, the collapse mechanism varies from the total collapse type to the story-collapse type due to strength deterioration by local buckling. The analytical results show that the collapse mechanism at the time of the complete collapse affects the energy capacity. Furthermore, the methods to estimate the capacity using the results of pushover analysis are proposed.
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 78 (685), 579-588, 2013
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
- 1390282680581904384
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- NII論文ID
- 130004752670
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 024335832
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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