{"_buckets": {"deposit": "81f63c09-bbaa-4570-b926-879b6a8605e3"}, "_deposit": {"created_by": 3, "id": "8302", "owners": [3], "pid": {"revision_id": 0, "type": "depid", "value": "8302"}, "status": "published"}, "_oai": {"id": "oai:fukuyama-u.repo.nii.ac.jp:00008302", "sets": ["715"]}, "author_link": ["44730", "44731", "44733", "44732", "44734", "44729", "44728", "44736", "44735"], "item_1_biblio_info_14": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2007-12", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "112", "bibliographicPageStart": "101", "bibliographicVolumeNumber": "31", "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": "仲野, 喜晴"}], "nameIdentifiers": [{"nameIdentifier": "44728", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "磯濱, 千裕"}], "nameIdentifiers": [{"nameIdentifier": "44729", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "南, 宏一"}], "nameIdentifiers": [{"nameIdentifier": "44730", "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 following items have been considered in the evaluation of allowable compressive unit stress fc \u0027in S RC column since the SRC standard this time of 1958. (1) Decrease in concrete filling degree in internal steel skeleton. (2) Loss of concrete section damp by built-in steel skeleton. (3) Securing of the factor of safety for fragility destruction of pillar near center compression (4) Because strength is discounted to handle the concrete material as a plasticity material to apply the accumulation strength rule, the plasticity ability of the looking multiplication is expected. Concrete compressive strength is decreased in proportion to the amount of the steel skeleton and the experimental data concerning close yield strength is considered to agree to the calculation value. To improve a disadvantageous point of such a present standard type of SRC, it is to aim at the establishment of the assessment of reasonable concrete strength to which a concrete confined effect which the built-in steel skeleton configuration and shear reinforcement is taken.", "subitem_description_type": "Other"}]}, "item_1_full_name_7": {"attribute_name": "著者名よみ", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "44731", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "ナカノ, ヨシハル"}]}, {"nameIdentifiers": [{"nameIdentifier": "44732", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "イソハマ, チヒロ"}]}, {"nameIdentifiers": [{"nameIdentifier": "44733", "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": "44734", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "NAKANO, Yoshiharu", "nameLang": "en"}]}, {"nameIdentifiers": [{"nameIdentifier": "44735", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "ISOHAMA, Chihiro", "nameLang": "en"}]}, {"nameIdentifiers": [{"nameIdentifier": "44736", "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": "Faculty of Engineering, Fukuyama University"}, {"subitem_text_language": "en", "subitem_text_value": "Department of Architecture and Civil Engineering, Faculty of Engineering, Fukuyama University"}]}, "item_1_text_9": {"attribute_name": "著者所属(日)", "attribute_value_mlt": [{"subitem_text_value": "福山大学大学院建築学専攻"}, {"subitem_text_value": "福山大学工学部建築学科"}, {"subitem_text_value": "福山大学工学部建築・建設学科"}]}, "item_files": {"attribute_name": "ファイル情報", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2007-12-01"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "KJ00005781718.pdf", "filesize": [{"value": "1.8 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 1800000.0, "url": {"url": "https://fukuyama-u.repo.nii.ac.jp/record/8302/files/KJ00005781718.pdf"}, "version_id": "4920acc6-208b-4787-8595-db652be0fe23"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "鉄骨鉄筋コンクリート", "subitem_subject_scheme": "Other"}, {"subitem_subject": "柱", "subitem_subject_scheme": "Other"}, {"subitem_subject": "コンクリート設計圧縮強度", "subitem_subject_scheme": "Other"}, {"subitem_subject": "鉄骨比", "subitem_subject_scheme": "Other"}, {"subitem_subject": "履歴特性", "subitem_subject_scheme": "Other"}, {"subitem_subject": "拘束効果", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Steel framed reinforced concrete structure", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Columns", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Concrete strength", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Ratio with steel", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Hysteresis characteristic", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Confined effect", "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": "SRC柱材のコンクリート設計基準圧縮強度の検討", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "SRC柱材のコンクリート設計基準圧縮強度の検討"}, {"subitem_title": "Some Consideration on Specified Design Compressive Strength of SRC columns", "subitem_title_language": "en"}]}, "item_type_id": "1", "owner": "3", "path": ["715"], "permalink_uri": "https://fukuyama-u.repo.nii.ac.jp/records/8302", "pubdate": {"attribute_name": "公開日", "attribute_value": "2007-12-01"}, "publish_date": "2007-12-01", "publish_status": "0", "recid": "8302", "relation": {}, "relation_version_is_last": true, "title": ["SRC柱材のコンクリート設計基準圧縮強度の検討"], "weko_shared_id": -1}