{"created":"2023-06-19T09:11:19.506667+00:00","id":23017,"links":{},"metadata":{"_buckets":{"deposit":"6467dc15-a675-4824-b2a0-e67704ebb30b"},"_deposit":{"created_by":1,"id":"23017","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"23017"},"status":"published"},"_oai":{"id":"oai:kumadai.repo.nii.ac.jp:00023017","sets":["426:428"]},"author_link":["100597","146939","100598","100606","100599","100605","100607"],"item_16_alternative_title_22":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Ductility demanded of members in steel moment frames sustaining beam-hinging mechanism"}]},"item_16_alternative_title_23":{"attribute_name":"タイトル（ヨミ）","attribute_value_mlt":[{"subitem_alternative_title":"ハリコウフクガタ コウコウゾウ ラーメン ブザイ ノ ヒツヨウ ソセイ ヘンケイ セイノウ ニ カンスル ケンキュウ"}]},"item_16_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2000-11-30","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"128","bibliographicPageStart":"121","bibliographicVolumeNumber":"537","bibliographic_titles":[{"bibliographic_title":"日本建築学会構造系論文集"}]}]},"item_16_creator_3":{"attribute_name":"別言語の著者","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","familyNameLang":"en"},{"familyName":"小川","familyNameLang":"ja"},{"familyName":"オガワ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"Koji","givenNameLang":"en"},{"givenName":"厚治","givenNameLang":"ja"},{"givenName":"コウジ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"146939","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Inoue, Kazuo"}],"nameIdentifiers":[{"nameIdentifier":"100605","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Nakashima, Masayoshi"}],"nameIdentifiers":[{"nameIdentifier":"100606","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Sawaizumi, Shinichi"}],"nameIdentifiers":[{"nameIdentifier":"100607","nameIdentifierScheme":"WEKO"}]}]},"item_16_description_17":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_16_description_46":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"論文(Article)","subitem_description_type":"Other"}]},"item_16_description_5":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"This paper presents a seismic design procedure to estimate the ductility demanded of beams in strong column - weak beam steel frames. Critical parameters that control the earthquake response of steel frames are characterized and incorporated into the equivalent SDOF representation. Maximum and cumulative plastic rotations induced into beam-ends are derived in explicit forms as functions of these parameters, and accuracy of the estimated rotations is demonstrated through the comparison with numerical 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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.65-72に掲載、第5章5-1にあたる"}]},"item_16_version_type_19":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"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, 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紳一"}],"nameIdentifiers":[{"nameIdentifier":"100599","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-03-02"}],"displaytype":"detail","filename":"KaC(2)11650590_065-072.pdf","filesize":[{"value":"1.4 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KaC(2)11650590_065-072.pdf","url":"https://kumadai.repo.nii.ac.jp/record/23017/files/KaC(2)11650590_065-072.pdf"},"version_id":"39ff4a9c-f506-4f56-a823-d86201156a06"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"ductility demand","subitem_subject_scheme":"Other"},{"subitem_subject":"maximum plastic rotation","subitem_subject_scheme":"Other"},{"subitem_subject":"cumulative plastic rotation","subitem_subject_scheme":"Other"},{"subitem_subject":"beam-hinging mechanism","subitem_subject_scheme":"Other"},{"subitem_subject":"equivalent SDOF system","subitem_subject_scheme":"Other"},{"subitem_subject":"必要塑性変形性能","subitem_subject_scheme":"Other"},{"subitem_subject":"最大塑性回転角","subitem_subject_scheme":"Other"},{"subitem_subject":"累積塑性回転角","subitem_subject_scheme":"Other"},{"subitem_subject":"梁降伏型崩壊機構","subitem_subject_scheme":"Other"},{"subitem_subject":"等価1自由度系","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"journal 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