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強震をうける1自由度系の正負2方向の損傷分布に関する研究
http://hdl.handle.net/2298/13131
http://hdl.handle.net/2298/131314e95a5b8-c3a1-4707-88a3-2379354160ec
名前 / ファイル | ライセンス | アクション |
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KaC06650639_013-022.pdf (1.7 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2009-11-18 | |||||
タイトル | ||||||
タイトル | 強震をうける1自由度系の正負2方向の損傷分布に関する研究 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | single-degree system, strength decay, damage distribution, maximum deformation, residual deformation, 1自由度系, 耐力劣化, 損傷分布, 最大変形, 残留変形 | |||||
資源タイプ | ||||||
資源タイプ | journal article | |||||
著者 |
小川, 厚治
× 小川, 厚治× 黒羽, 啓明× 待鳥, 賢治 |
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別言語の著者 |
小川, 厚治
× 小川, 厚治× Kurobane, Yoshiaki× Machidori, Kenji |
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内容記述 | ||||||
内容記述 | The authors have already proposed a basic law that governs damage distributions in elastic-perfect plastic shear-type models as a function of structure's strength distributions. In this paper, one quarter of the energy input due to ground motions is assumed to be absorbed first by plastic deflection in one direction, and then the rest of energy is assumed to be distributed throughout the following reversals of plastic deflection according to the damage distribution law. Thus the concentration of plastic deformation in one direction, and the maximum and residual deformations in one-degree-of-freedom systems with various kinds of force-deformation curves are determined in a quantitative manner. | |||||
書誌情報 |
日本建築学会構造系論文集 巻 481, p. 117-126, 発行年 1996-03-30 |
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書誌レコードID | ||||||
収録物識別子 | AN10438559 | |||||
権利 | ||||||
権利情報 | 日本建築学会 | |||||
権利 | ||||||
権利情報 | 本文データは日本建築学会の許諾に基づき複製したものである | |||||
情報源(ISSN) | ||||||
関連名称 | 13404202 | |||||
フォーマット | ||||||
内容記述 | application/pdf | |||||
形態 | ||||||
1685906 bytes | ||||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
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 | Damage distribution law in two directions of single-degree systems under strong ground motions | |||||
タイトル(ヨミ) | ||||||
その他のタイトル | キョウシン オ ウケル 1ジユウドケイ ノ セイフ 2ホウコウ ノ ソンショウ ブンプ ニ カンスル ケンキュウ | |||||
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 | ||||||
異版である | ||||||
関連タイプ | isVersionOf | |||||
関連識別子 | http://ci.nii.ac.jp/naid/110004303156 | |||||
部分である | ||||||
関連タイプ | isPartOf | |||||
関連識別子 | http://hdl.handle.net/2298/9688 | |||||
コメント | ||||||
平成6~7年度科学研究費補助金(基盤研究(C))研究成果報告書 課題番号:06650639 部材の耐力劣化域を考慮に入れた鋼骨組の耐震安全性評価基準に関する研究 pp.13-22に掲載、第2章2-2にあたる |