{"created":"2023-06-19T09:10:12.134061+00:00","id":21685,"links":{},"metadata":{"_buckets":{"deposit":"a0b991e3-6915-4424-86b7-cee07114f52b"},"_deposit":{"created_by":1,"id":"21685","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"21685"},"status":"published"},"_oai":{"id":"oai:kumadai.repo.nii.ac.jp:00021685","sets":["426:428"]},"author_link":["146939","100632","93339"],"item_17_alternative_title_22":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Effect of Column-to-beam Strength Ratio on Maximum Story Drift Angles of Steel Frames"}]},"item_17_alternative_title_23":{"attribute_name":"タイトル（ヨミ）","attribute_value_mlt":[{"subitem_alternative_title":"コウコウゾウ ホネグミ ノ チュウリョウ タイリョクヒ ガ サイダイ ソウカン ヘンイカク オウトウ ニ オヨボス エイキョウ"}]},"item_17_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-11","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"600","bibliographicPageStart":"593","bibliographicVolumeNumber":"13","bibliographic_titles":[{"bibliographic_title":"鋼構造年次論文報告集"}]}]},"item_17_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":"友澤, 悟史","creatorNameLang":"ja"},{"creatorName":"トモザワ, サトシ","creatorNameLang":"ja-Kana"},{"creatorName":"Tomozawa, Satoshi","creatorNameLang":"en"}],"familyNames":[{"familyName":"友澤","familyNameLang":"ja"},{"familyName":"トモザワ","familyNameLang":"ja-Kana"},{"familyName":"Tomozawa","familyNameLang":"en"}],"givenNames":[{"givenName":"悟史","givenNameLang":"ja"},{"givenName":"サトシ","givenNameLang":"ja-Kana"},{"givenName":"Satoshi","givenNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"100632","nameIdentifierScheme":"WEKO"}]},{"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"}]}]},"item_17_description_17":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_17_description_46":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"論文(Article)","subitem_description_type":"Other"}]},"item_17_description_5":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"This paper presents the effect of column-to-beam strength ratio required for controlling damage concentration in steel moment frames. Quantitative information is provided for the degree of change in the maximum story drift angle with respect to column-to-beam strength ratio. Additional analysis was carried out to investigate the effects of stiffness ratio of column and beam, hysteretic dampers. Conclusions are summarized as follows; (1) Column-to-beam strength ratio required for controlling damage concentration does not change by number of stories; and (2) There is little influence for stiffness ratio of column and beam; and (3) Effect of column-to-beam strength ratio dose not appear easily by frames with hysteretic dampers.","subitem_description_type":"Other"}]},"item_17_description_77":{"attribute_name":"URL","attribute_value_mlt":[{"subitem_description":"http://www.jssc.or.jp/","subitem_description_type":"Other"}]},"item_17_publisher_36":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本鋼構造協会"}]},"item_17_relation_60":{"attribute_name":"部分である","attribute_value_mlt":[{"subitem_relation_type":"isPartOf","subitem_relation_type_id":{"subitem_relation_type_id_text":"http://hdl.handle.net/2298/3444","subitem_relation_type_select":"URI"}}]},"item_17_relation_9":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"BA38458504","subitem_relation_type_select":"NCID"}}]},"item_17_subject_20":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"524.7","subitem_subject_scheme":"NDC"}]},"item_17_text_18":{"attribute_name":"形態","attribute_value_mlt":[{"subitem_text_value":"848193 bytes"}]},"item_17_text_47":{"attribute_name":"資源タイプ・ローカル","attribute_value_mlt":[{"subitem_text_value":"会議発表論文"}]},"item_17_text_48":{"attribute_name":"資源タイプ・NII","attribute_value_mlt":[{"subitem_text_value":"Conference Paper"}]},"item_17_text_49":{"attribute_name":"資源タイプ・DCMI","attribute_value_mlt":[{"subitem_text_value":"text"}]},"item_17_text_50":{"attribute_name":"資源タイプ・ローカル表示コード","attribute_value_mlt":[{"subitem_text_value":"05"}]},"item_17_text_78":{"attribute_name":"コメント","attribute_value_mlt":[{"subitem_text_value":"平成17～18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:17560512「梁降伏先行型鋼構造ラーメン骨組の地震応答性状の解明に関する基礎的研究」pp.3-10 掲載、第2章にあたる"}]},"item_17_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":[{"creatorNames":[{"creatorName":"友澤, 悟史"}],"nameIdentifiers":[{"nameIdentifier":"93339","nameIdentifierScheme":"WEKO"}]},{"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"}]}]},"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":"KaC17560512-005.pdf","filesize":[{"value":"848.2 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KaC17560512-005.pdf","url":"https://kumadai.repo.nii.ac.jp/record/21685/files/KaC17560512-005.pdf"},"version_id":"60615beb-0040-471c-be53-013c867ffdd2"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"柱梁耐力比","subitem_subject_scheme":"Other"},{"subitem_subject":"変形集中","subitem_subject_scheme":"Other"},{"subitem_subject":"最大層間変位角","subitem_subject_scheme":"Other"},{"subitem_subject":"履歴型ダンパー","subitem_subject_scheme":"Other"},{"subitem_subject":"Column-to-beam Strength Ratio","subitem_subject_scheme":"Other"},{"subitem_subject":"Damage Concentration","subitem_subject_scheme":"Other"},{"subitem_subject":"Maximum Story Drift Angles","subitem_subject_scheme":"Other"},{"subitem_subject":"Hysteretic Dampers","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":"conference paper","resourceuri":"http://purl.org/coar/resource_type/c_5794"}]},"item_title":"鋼構造骨組の柱梁耐力比が最大層間変位角応答に及ぼす影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"鋼構造骨組の柱梁耐力比が最大層間変位角応答に及ぼす影響"}]},"item_type_id":"17","owner":"1","path":["428"],"pubdate":{"attribute_name":"公開日","attribute_value":"2008-10-08"},"publish_date":"2008-10-08","publish_status":"0","recid":"21685","relation_version_is_last":true,"title":["鋼構造骨組の柱梁耐力比が最大層間変位角応答に及ぼす影響"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-10-02T06:24:21.240406+00:00"}