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Polylinear型の復元力特性をもつ1自由度系の地震入力エネルギーに関する研究
http://hdl.handle.net/2298/13291
http://hdl.handle.net/2298/13291d33fca24-0cf7-4f3f-8bb6-e898e1a5bb68
名前 / ファイル | ライセンス | アクション |
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KaC(2)11650590_021-032.pdf (1.9 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2009-12-01 | |||||
タイトル | ||||||
タイトル | Polylinear型の復元力特性をもつ1自由度系の地震入力エネルギーに関する研究 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | single-degree-of-freedom system, polylinear system, kinematic hardening, earthquake input energy, apparent natural period, 1自由度系, ポリリニア系, 移動硬化, 地震入力エネルギー, 見かけの固有周期 | |||||
資源タイプ | ||||||
資源タイプ | journal article | |||||
著者 |
平野, 智久
× 平野, 智久× 小川, 厚治 |
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別言語の著者 |
Hirano, Tomohisa
× Hirano, Tomohisa× 小川, 厚治 |
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内容記述 | ||||||
内容記述 | This paper presents the prediction of damage-causing earthquake input energy used in energy-based seismic design. Structures concerned are single-degree-of-freedom systems having various polylinear load-displacement relationships. The apparent natural period of frames (the time required for one cycle of vibration), accompanied by plastic deformations during earthquakes, is longer than the initial natural period. Moreover, input energy depends primarily on the apparent natural period. For the prediction of input energy, this paper proposes use of the apparent natural period calculated from the mean of the plastic dissipated energy per half-cycle in the whole vibration. A close agreement between results of the proposed method and numerical response analysis is obtained. |
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書誌情報 |
構造工学論文集. B 巻 46, p. 629-640, 発行年 2000-03 |
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書誌レコードID | ||||||
収録物識別子 | AN10249636 | |||||
情報源(ISSN) | ||||||
関連名称 | 09108033 | |||||
フォーマット | ||||||
内容記述 | application/pdf | |||||
形態 | ||||||
1885076 bytes | ||||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
日本十進分類法 | ||||||
主題 | 524.91 | |||||
その他の言語のタイトル | ||||||
その他のタイトル | Earthquake input energy of single-degree-of-freedom systems with polylinear load-displacement relationships | |||||
タイトル(ヨミ) | ||||||
その他のタイトル | Polylinearガタ ノ フクゲンリョク トクセイ オ モツ 1ジユウドケイ ノ ジシン ニュウリョク エネルギー ニ カンスル ケンキュウ | |||||
出版者 | ||||||
出版者 | 日本学術会議構造工学研究連絡委員会 | |||||
出版者 | ||||||
出版者 | 日本建築学会 | |||||
資源タイプ | ||||||
内容記述 | 論文(Article) | |||||
資源タイプ・ローカル | ||||||
雑誌掲載論文 | ||||||
資源タイプ・NII | ||||||
Journal Article | ||||||
資源タイプ・DCMI | ||||||
text | ||||||
資源タイプ・ローカル表示コード | ||||||
01 | ||||||
部分である | ||||||
関連タイプ | isPartOf | |||||
関連識別子 | http://hdl.handle.net/2298/9691 | |||||
コメント | ||||||
平成11~12年度科学研究費補助金(基盤研究(C)(2))研究成果報告書 課題番号:11650590『耐震要求性能に応じた鋼構造骨組の必要性能に関する研究』pp.21-32に掲載、第2章2-3にあたる |