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立体半剛接合鋼重層モーメント骨組の動的性状に関する研究
http://hdl.handle.net/2298/13650
http://hdl.handle.net/2298/1365004e40d54-7153-402d-8c94-84ff28d8805b
名前 / ファイル | ライセンス | アクション |
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17JSSCNo.4019.pdf (2.2 MB)
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Item type | 会議発表論文 / Conference Paper(1) | |||||
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公開日 | 2010-01-13 | |||||
タイトル | ||||||
タイトル | 立体半剛接合鋼重層モーメント骨組の動的性状に関する研究 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | 鋼立体骨組, 半剛接合部, 骨組解析, 地震応答 | |||||
資源タイプ | ||||||
資源タイプ | conference paper | |||||
著者 |
大塚, 智子
× 大塚, 智子× 山成, 實 |
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別言語の著者 |
Ohtsuka, Tomoko
× Ohtsuka, Tomoko× 山成, 實 |
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内容記述 | ||||||
内容記述 | Research on positive usage of steel semi-rigid connections in earthquake-resistant design is rare in Japan. The authors aim to achieve the implementation of semi-rigid connection for the structural design. In spite that such connections are not strong as well as rigid, those can dissipate energy under earthquake excitation. A modeling of the connections for 3D static and dynamic analysis was made to use a finite element method program for easy. The proposed method resolved into exact analysis results. Followed a suite of numerical work, the results lead quite fundamental information for 3D frame design. |
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書誌情報 |
鋼構造年次論文報告集 巻 17, p. 13-20, 発行日 2009-11 |
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書誌レコードID | ||||||
関連識別子 | BA38458504 | |||||
フォーマット | ||||||
内容記述 | application/pdf | |||||
フォーマット | ||||||
内容記述 | text/plain | |||||
フォーマット | ||||||
内容記述 | application/pdf | |||||
形態 | ||||||
2194702 bytes | ||||||
形態 | ||||||
19079 bytes | ||||||
形態 | ||||||
58216 bytes | ||||||
著者版フラグ | ||||||
出版タイプ | AM | |||||
日本十進分類法 | ||||||
主題 | 524.6 | |||||
その他の言語のタイトル | ||||||
その他のタイトル | Dynamic Behavior of 3D Steel Moment Frame with Semi-rigid Connections | |||||
タイトル(ヨミ) | ||||||
その他のタイトル | リッタイ ハンゴウ セツゴウ ジュウソウ モーメントホネグミ ノ ドウテキ セイジョウ ニ カンスルケンキュウ | |||||
出版者 | ||||||
出版者 | 日本鋼構造協会 | |||||
別言語の出版者 | ||||||
Japanese Society of Steel Construction | ||||||
資源タイプ | ||||||
内容記述 | 論文(Article) | |||||
資源タイプ・ローカル | ||||||
会議発表論文 | ||||||
資源タイプ・NII | ||||||
Conference Paper | ||||||
資源タイプ・DCMI | ||||||
text | ||||||
資源タイプ・ローカル表示コード | ||||||
05 |