{"created":"2023-06-19T09:11:19.459531+00:00","id":23016,"links":{},"metadata":{"_buckets":{"deposit":"d2018b8d-655e-4e74-97a3-8894c0ec59f2"},"_deposit":{"created_by":1,"id":"23016","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"23016"},"status":"published"},"_oai":{"id":"oai:kumadai.repo.nii.ac.jp:00023016","sets":["426:428"]},"author_link":["146939"],"item_16_alternative_title_22":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Equivalent single-degree-of-freedom systems for fishbone-shaped frames"}]},"item_16_alternative_title_23":{"attribute_name":"タイトル(ヨミ)","attribute_value_mlt":[{"subitem_alternative_title":"ギョコツケイ ホネグミ ノ トウカ 1ジユウドケイ エ ノ チカン 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":"2001-01-30","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"150","bibliographicPageStart":"143","bibliographicVolumeNumber":"539","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"}]}]},"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 deals with equivalent single-degree-of-freedom systems that can simulate the seismic response of fishbone-shaped frames. The response of a multi-story frame subjected to an earthquake is strongly affected by the collapse mechanism that forms in the frame. In this paper, a method for predicting the collapse mechanism under earthquake excitations is devised, taking into consideration the correlations between dynamic horizontal forces acting on each story. In addition, load-deformation relationships of equivalent single-degree-of-freedom systems are determined based on the collapse mechanism. A good correlation is achieved between the results calculated by the equivalent single-degree-of-freedom systems and the seismic response of fishbone-shaped frames.","subitem_description_type":"Other"}]},"item_16_publisher_36":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本建築学会"}]},"item_16_relation_16":{"attribute_name":"情報源(ISSN)","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"13404202"}]}]},"item_16_relation_54":{"attribute_name":"異版である","attribute_value_mlt":[{"subitem_relation_type":"isVersionOf","subitem_relation_type_id":{"subitem_relation_type_id_text":"http://ci.nii.ac.jp/naid/110004304864","subitem_relation_type_select":"URI"}}]},"item_16_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/2298/9691","subitem_relation_type_select":"URI"}}]},"item_16_rights_12":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"日本建築学会"},{"subitem_rights":"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"}]},"item_16_source_id_9":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10438559","subitem_source_identifier_type":"NCID"}]},"item_16_subject_20":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"524.91","subitem_subject_scheme":"NDC"}]},"item_16_text_18":{"attribute_name":"形態","attribute_value_mlt":[{"subitem_text_value":"1535471 bytes"}]},"item_16_text_47":{"attribute_name":"資源タイプ・ローカル","attribute_value_mlt":[{"subitem_text_value":"雑誌掲載論文"}]},"item_16_text_48":{"attribute_name":"資源タイプ・NII","attribute_value_mlt":[{"subitem_text_value":"Journal Article"}]},"item_16_text_49":{"attribute_name":"資源タイプ・DCMI","attribute_value_mlt":[{"subitem_text_value":"text"}]},"item_16_text_50":{"attribute_name":"資源タイプ・ローカル表示コード","attribute_value_mlt":[{"subitem_text_value":"01"}]},"item_16_text_78":{"attribute_name":"コメント","attribute_value_mlt":[{"subitem_text_value":"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.57-64に掲載、第4章4-2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, 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":"KaC(2)11650590_057-064.pdf","filesize":[{"value":"1.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KaC(2)11650590_057-064.pdf","url":"https://kumadai.repo.nii.ac.jp/record/23016/files/KaC(2)11650590_057-064.pdf"},"version_id":"1e5ff15a-362a-4761-a972-f2c45a473200"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"seismic design","subitem_subject_scheme":"Other"},{"subitem_subject":"seismic response","subitem_subject_scheme":"Other"},{"subitem_subject":"equivalent SDOF system","subitem_subject_scheme":"Other"},{"subitem_subject":"column-to-beam strength ratio","subitem_subject_scheme":"Other"},{"subitem_subject":"collapse mechanism","subitem_subject_scheme":"Other"},{"subitem_subject":"耐震設計","subitem_subject_scheme":"Other"},{"subitem_subject":"地震応答","subitem_subject_scheme":"Other"},{"subitem_subject":"等価1自由度系","subitem_subject_scheme":"Other"},{"subitem_subject":"柱梁強度比","subitem_subject_scheme":"Other"},{"subitem_subject":"崩壊機構","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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