{"_buckets": {"deposit": "235070c2-ddd2-4259-b80b-7bc20f5a483e"}, "_deposit": {"id": "31830", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "31830"}, "status": "published"}, "_oai": {"id": "oai:niigata-u.repo.nii.ac.jp:00031830", "sets": ["457", "1831"]}, "item_8_alternative_title_1": {"attribute_name": "その他のタイトル", "attribute_value_mlt": [{"subitem_alternative_title": "Seismic Strengthening Effect of Response of RC School Buildings"}]}, "item_8_biblio_info_6": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2008-07", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "160", "bibliographicPageStart": "157", "bibliographicVolumeNumber": "51", "bibliographic_titles": [{"bibliographic_title": "日本建築学会北陸支部研究報告集"}, {"bibliographic_title": "日本建築学会北陸支部研究報告集", "bibliographic_titleLang": "en"}]}]}, "item_8_description_4": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "耐震補強方法の効果の違いを適切に把握する事を目的とし,靭性指標・強度指標・初期剛性を変化させることで,Is値を一定になるよう複数の方法で耐震補強の想定を行ない,地震応答解析を行なった.今回の解析では,ほとんどの場合で,終局変形角を越えてしまったが,補強の効果及びIs値が等しい場合でも,補強方法により耐震性能に大きな違いが生じることが確認できた.", "subitem_description_type": "Abstract"}]}, "item_8_full_name_3": {"attribute_name": "著者別名", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "173964", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Sato, Kenichi"}]}, {"nameIdentifiers": [{"nameIdentifier": "173965", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Nakamura, Yukiko"}]}]}, "item_8_publisher_7": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "日本建築学会"}]}, "item_8_relation_31": {"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/110006889086", "subitem_relation_type_select": "URI"}}]}, "item_8_rights_15": {"attribute_name": "権利", "attribute_value_mlt": [{"subitem_rights": "社団法人日本建築学会"}, {"subitem_rights": "本文データは学協会の許諾に基づきCiNiiから複製したものである"}]}, "item_8_select_19": {"attribute_name": "著者版フラグ", "attribute_value_mlt": [{"subitem_select_item": "publisher"}]}, "item_8_source_id_11": {"attribute_name": "書誌レコードID", "attribute_value_mlt": [{"subitem_source_identifier": "AN00188761", "subitem_source_identifier_type": "NCID"}]}, "item_8_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "03859622", "subitem_source_identifier_type": "ISSN"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "佐藤, 健一"}], "nameIdentifiers": [{"nameIdentifier": "173962", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "中村, 友紀子"}], "nameIdentifiers": [{"nameIdentifier": "173963", "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": "2019-08-27"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "110006889086.pdf", "filesize": [{"value": "570.2 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 570200.0, "url": {"label": "110006889086.pdf", "url": "https://niigata-u.repo.nii.ac.jp/record/31830/files/110006889086.pdf"}, "version_id": "67db82a5-92c2-402c-a509-8bd626ccdfcf"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "耐震補強", "subitem_subject_scheme": "Other"}, {"subitem_subject": "耐震診断", "subitem_subject_scheme": "Other"}, {"subitem_subject": "RC造学校建築物", "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": "RC造学校建築物の耐震補強方法の違いによる地震応答への影響(材料・構造系)", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "RC造学校建築物の耐震補強方法の違いによる地震応答への影響(材料・構造系)"}, {"subitem_title": "RC造学校建築物の耐震補強方法の違いによる地震応答への影響(材料・構造系)", "subitem_title_language": "en"}]}, "item_type_id": "8", "owner": "1", "path": ["457", "1831"], "permalink_uri": "http://hdl.handle.net/10191/18397", "pubdate": {"attribute_name": "公開日", "attribute_value": "2012-06-05"}, "publish_date": "2012-06-05", "publish_status": "0", "recid": "31830", "relation": {}, "relation_version_is_last": true, "title": ["RC造学校建築物の耐震補強方法の違いによる地震応答への影響(材料・構造系)"], "weko_shared_id": null}