{"_buckets": {"deposit": "5be49282-42ca-4294-a7cf-27356424e0ba"}, "_deposit": {"created_by": 3, "id": "8144", "owners": [3], "pid": {"revision_id": 0, "type": "depid", "value": "8144"}, "status": "published"}, "_oai": {"id": "oai:fukuyama-u.repo.nii.ac.jp:00008144", "sets": ["711"]}, "author_link": ["43698", "43697", "43699", "43694", "43696", "43692", "43691", "43693", "43695"], "item_1_biblio_info_14": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2003-12", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "170", "bibliographicPageStart": "159", "bibliographicVolumeNumber": "27", "bibliographic_titles": [{"bibliographic_title": "福山大学工学部紀要"}]}]}, "item_1_creator_6": {"attribute_name": "著者名(日)", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "貞末, 和史"}], "nameIdentifiers": [{"nameIdentifier": "43691", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "藤原, 大英"}], "nameIdentifiers": [{"nameIdentifier": "43692", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "南, 宏一"}], "nameIdentifiers": [{"nameIdentifier": "43693", "nameIdentifierScheme": "WEKO"}]}]}, "item_1_description_1": {"attribute_name": "ページ属性", "attribute_value_mlt": [{"subitem_description": "P(論文)", "subitem_description_type": "Other"}]}, "item_1_description_12": {"attribute_name": "抄録(英)", "attribute_value_mlt": [{"subitem_description": "The purpose of this research is to investigate the mechanical behavior of bare type column base connection in SRC structures damaged due to Hyogoken-Nanbu earthquake in Japan, and two series of tests were carried out. The first series is the flexural failure tests of column base. The second series is the shear failure, tests of column base. From the test results, it was shown that ultimate flexural strength can be estimated by the design code in AIJ Standard. On the other hand, ultimate shear strength can be estimated to proposed new evaluation method. In addition, it proposed an evaluation method for limit rotation angle of column bases. From the structural, tests and performance evaluation method, seismic performance of SRC columns using bare type column base were became very clear.", "subitem_description_type": "Other"}]}, "item_1_full_name_7": {"attribute_name": "著者名よみ", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "43694", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "サダスエ, カズシ"}]}, {"nameIdentifiers": [{"nameIdentifier": "43695", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "フジワラ, ダイエイ"}]}, {"nameIdentifiers": [{"nameIdentifier": "43696", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "ミナミ, コウイチ"}]}]}, "item_1_full_name_8": {"attribute_name": "著者名(英)", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "43697", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "SADASUE, Kazushi", "nameLang": "en"}]}, {"nameIdentifiers": [{"nameIdentifier": "43698", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "FUJIWARA, Daiei", "nameLang": "en"}]}, {"nameIdentifiers": [{"nameIdentifier": "43699", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "MINAMI, Koichi", "nameLang": "en"}]}]}, "item_1_source_id_13": {"attribute_name": "雑誌書誌ID", "attribute_value_mlt": [{"subitem_source_identifier": "AN00217655", "subitem_source_identifier_type": "NCID"}]}, "item_1_text_10": {"attribute_name": "著者所属(英)", "attribute_value_mlt": [{"subitem_text_language": "en", "subitem_text_value": "Fukuyama University"}, {"subitem_text_language": "en", "subitem_text_value": "Fukuyama University"}, {"subitem_text_language": "en", "subitem_text_value": "Department of Architecture, Faculty of Engineering, Fukuyama University"}]}, "item_1_text_9": {"attribute_name": "著者所属(日)", "attribute_value_mlt": [{"subitem_text_value": "福山大学ハイテクリサーチセンター"}, {"subitem_text_value": "福山大学大学院工学研究科建築学専攻"}, {"subitem_text_value": "福山大学工学部建築学科"}]}, "item_files": {"attribute_name": "ファイル情報", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2003-12-01"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "KJ00005781540.pdf", "filesize": [{"value": "1.6 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 1600000.0, "url": {"url": "https://fukuyama-u.repo.nii.ac.jp/record/8144/files/KJ00005781540.pdf"}, "version_id": "02d1e229-7f29-4dbf-a2ac-f65fddf87bc0"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "兵庫県南部地震", "subitem_subject_scheme": "Other"}, {"subitem_subject": "終局曲げ耐力", "subitem_subject_scheme": "Other"}, {"subitem_subject": "終局せん断耐力", "subitem_subject_scheme": "Other"}, {"subitem_subject": "限界回転角", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Hyogoken-Nanbu earthquake", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Ultimate flexural strength", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Ultimate shear strength", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Limit rotation angle", "subitem_subject_language": "en", "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": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "鉄骨鉄筋コンクリート構造非埋め込み形柱脚部の力学特性に関する研究", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "鉄骨鉄筋コンクリート構造非埋め込み形柱脚部の力学特性に関する研究"}, {"subitem_title": "A Study on Mechanical Characteristic of Bare Type Column Base in SRC Structures", "subitem_title_language": "en"}]}, "item_type_id": "1", "owner": "3", "path": ["711"], "permalink_uri": "https://fukuyama-u.repo.nii.ac.jp/records/8144", "pubdate": {"attribute_name": "公開日", "attribute_value": "2003-12-01"}, "publish_date": "2003-12-01", "publish_status": "0", "recid": "8144", "relation": {}, "relation_version_is_last": true, "title": ["鉄骨鉄筋コンクリート構造非埋め込み形柱脚部の力学特性に関する研究"], "weko_shared_id": -1}