{"_buckets": {"deposit": "91f161f1-b016-4866-8bfb-3186f361d3bb"}, "_deposit": {"created_by": 7, "id": "7197", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7197"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007197", "sets": ["1749778844647"]}, "author_link": ["1632"], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "長周期地震動に対するRC造建築物の安全性検証方法に関する検討", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Study on Verification of Seismic Performance of RC Buildings subjected to Long-Period Ground Motion", "subitem_1551255648112": "en"}]}, "item_1617186419668": {"attribute_name": "作成者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "防災科学技術研究所", "creatorNameLang": "ja"}, {"creatorName": "ボウサイカガクギジュツケンキュウショ", "creatorNameLang": "ja-Kana"}, {"creatorName": "National Research Institute for Earth Science and Disaster Resilience", "creatorNameLang": "en"}], "familyNames": [{"familyName": "防災科学技術研究所", "familyNameLang": "ja"}, {"familyName": "ボウサイカガクギジュツケンキュウショ", "familyNameLang": "ja-Kana"}, {"familyName": "National Research Institute for Earth Science and Disaster Resilience", "familyNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "1632", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "DA04781797", "nameIdentifierScheme": "CiNii", "nameIdentifierURI": "https://ci.nii.ac.jp/author/DA04781797"}]}]}, "item_1617186626617": {"attribute_name": "内容記述", "attribute_value_mlt": [{"subitem_description": "平成22年度～平成24年度国土交通省建築基準整備促進事業課題「長周期地震動に対する鉄筋コンクリート造建築物の安全性検証方法に関する検討」の一環として、超高層RC造建物の、長周期地震動に対する耐震安全性の検証を目的としたＥ－ディフェンス震動台実験を実施しました。実験では、20層の超高層RC造試験体（1/4縮小模型）を製作して、長周期地震動である2011東北地方太平洋沖地震の観測波（東雲波）や南海トラフ模擬地震動（津島波）を入力して、その時の挙動を直接検証しました。当初の計画通り、最大応答層間変形角、1/200、1/100、1/50となる応答を得ることができ、梁端の損傷、圧壊やスラブの変形挙動が確認されています。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "As part of the Ministry of Land, Infrastructure, Transport and Tourism\u0027s Building Standards Improvement Promotion Project for Fiscal Years 2010–2012, titled “Study on Verification of Seismic Performance of Reinforced Concrete Buildings Subjected to Long-Period Earthquake Motions,” E-Defense shake table tests were conducted to verify the seismic performance of super-high-rise reinforced concrete buildings under long-period earthquake motions. In the experiment, a 20-story super-high-rise RC test specimen (1/4 scale model) was constructed, and long-period seismic motions, including the observed ground motion of the 2011 Off the Pacific Coast of Tohoku Earthquake (Shinonome motion) and simulated seismic motions of the Nankai Trough earthquake (Tsushima motion), were input to directly verify the behavior of the structure under these conditions. As planned, the maximum response inter-story drift angle of 1/200, 1/100, and 1/50 was achieved, and damage to beam ends, buckling, and slab deformation behavior were identified.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "データ取得：2012年　", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Data acquisition period : 2012", "subitem_description_language": "en", "subitem_description_type": "Other"}, {"subitem_description": "お問い合わせ：asebi@bosai.go.jp　", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "inquiry： asebi@bosai.go.jp", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_1617186643794": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_1522300295150": "ja", "subitem_1522300316516": "防災科学技術研究所"}, {"subitem_1522300295150": "en", "subitem_1522300316516": "National Research Institute for Earth Science and Disaster Resilience"}]}, "item_1617186660861": {"attribute_name": "Date", "attribute_value_mlt": [{"subitem_1522300695726": "Issued", "subitem_1522300722591": "2014"}]}, "item_1617186783814": {"attribute_name": "識別子", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "10.17598/NIED.0020-E201203"}]}, "item_1617258105262": {"attribute_name": "Resource Type", "attribute_value_mlt": [{"resourcetype": "dataset", "resourceuri": "http://purl.org/coar/resource_type/c_ddb1"}]}, "item_1617353299429": {"attribute_name": "関連情報", "attribute_value_mlt": [{"subitem_1522306207484": "isIdenticalTo", "subitem_1522306287251": {"subitem_1522306382014": "URI", "subitem_1522306436033": "https://asebi.bosai.go.jp/"}, "subitem_1523320863692": [{"subitem_1523320867455": "en", "subitem_1523320909613": "LOGIN Page for Registered Users"}]}]}, "item_title": "長周期地震動に対するRC造建築物の安全性検証方法に関する検討", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7197", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7197", "relation": {}, "relation_version_is_last": true, "title": ["長周期地震動に対するRC造建築物の安全性検証方法に関する検討"], "weko_shared_id": -1}