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強震を受ける鋼構造ラーメン骨組の梁端に生じる塑性変形に関する研究 pp.3-18に掲載、第2章2-1にあたる"}]}, "item_16_text_79": {"attribute_name": "ローカルコメント", "attribute_value_mlt": [{"subitem_text_value": "tel問合せに「公開条件なし」とのこと。鋼構造協会[担当]田代氏2008.10.8"}]}, "item_16_version_type_19": {"attribute_name": "著者版フラグ", "attribute_value_mlt": [{"subitem_version_resource": "http://purl.org/coar/version/c_970fb48d4fbd8a85", "subitem_version_type": "VoR"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorAffiliations": [{"affiliationNameIdentifiers": [{"affiliationNameIdentifier": "", "affiliationNameIdentifierScheme": "ISNI", "affiliationNameIdentifierURI": "http://www.isni.org/isni/"}], "affiliationNames": [{"affiliationName": "", "affiliationNameLang": "ja"}]}], "creatorNames": [{"creatorName": "Ogawa, Koji", "creatorNameLang": "en"}, {"creatorName": "小川, 厚治", "creatorNameLang": "ja"}, {"creatorName": "オガワ, コウジ", "creatorNameLang": "ja-Kana"}], "familyNames": [{"familyName": "Ogawa", 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強震を受ける鋼構造ラーメン骨組の梁に生じる塑性変形 ; その1最大変形
http://hdl.handle.net/2298/9708
http://hdl.handle.net/2298/970811774dc9-3963-414e-bfd9-6376538b8a76
名前 / ファイル | ライセンス | アクション |
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KaC(2)15560495_003-018.pdf (1.5 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2008-11-06 | |||||
タイトル | ||||||
タイトル | 強震を受ける鋼構造ラーメン骨組の梁に生じる塑性変形 ; その1最大変形 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | 地震応答, 最大塑性回転角, 最大層間変位, 必要変形性能, 性能設計, earthquake response, maximum plastic rotation, maximum story drift, ductility demand, performance-based design | |||||
資源タイプ | ||||||
資源タイプ | journal article | |||||
著者 |
小川, 厚治
× 小川, 厚治× 中原, 寛章 |
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別言語の著者 |
小川, 厚治
× 小川, 厚治× 中原, 寛章 |
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内容記述 | ||||||
内容記述 | This study is concerned with the demand for ductility of beams in steel moment frames. Numerical response analysis was carried out for 15 frames against a variety of ground motions. This paper (Part 1) describes the magnitude of plastic deformation introduced into beam-ends. Maximum plastic rotation, maximum increment of plastic rotation during a half-cycle of vibration, and the range of variable plastic rotation are considered as the parameters that represent the magnitude of plastic deformation. The results are summarized as formulas to predict those parameters based on maximum story drift angles. | |||||
書誌情報 |
鋼構造論文集 巻 10, 号 39, p. 89-104, 発行年 2003-09 |
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ISSN | ||||||
収録物識別子 | 18809928 | |||||
書誌レコードID | ||||||
収録物識別子 | AN10461153 | |||||
フォーマット | ||||||
内容記述 | application/pdf | |||||
形態 | ||||||
1451906 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 | Pastic deformaiton of beams in steel moment frames subjected to strong earthquakes ; Part 1 Maximum deformation | |||||
タイトル(ヨミ) | ||||||
その他のタイトル | キョウシン オ ウケル コウコウゾウ ラーメン ホネグミ ノ ハリ ニ ショウジル ソセイ ヘンケイ ; ソノ1 サイダイ ヘンケイ | |||||
出版者 | ||||||
出版者 | 日本鋼構造協会 | |||||
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/2298/9694 | |||||
URL | ||||||
内容記述 | http://www.jssc.or.jp/ | |||||
コメント | ||||||
平成15~16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:15560495 強震を受ける鋼構造ラーメン骨組の梁端に生じる塑性変形に関する研究 pp.3-18に掲載、第2章2-1にあたる |