{"_buckets": {"deposit": "bd27f035-ed6e-4e84-aa52-731b00aa9515"}, "_deposit": {"created_by": 7, "id": "7215", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7215"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007215", "sets": ["1749778844647"]}, "author_link": ["1632"], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "モニタリング技術検証のためのRC造フレーム・模型地盤の振動実験", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Shake Table Experiment of RC Frame Building and Pile Foundation to verify Monitoring Technology", "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": "近い将来に発生する恐れがある大震災に対して、都市のレジリエンス向上が喫緊の課題となっています。レジリエンス向上のためには、大地震発生直後の建物の健全性判断が不可欠です。そこで、「都市の脆弱性が引き起こす激甚災害の低減化プロジェクト」の一環として、平成29年2月、株式会社小堀鐸二研究所との共同で、建物と基礎構造の健全度評価モニタリング技術の検証を目的として、地盤中の杭基礎に支持された鉄筋コンクリート建物を対象に、建物－杭－地盤を一体とした連成系の振動実験を行いました。この実験では、地盤－杭連成系の損傷と上部構造の損傷からなる２段階の加振実験を実施しました。第１段階では、地盤－杭－建物の連成系実験により地盤－杭連成系の損傷を、第２段階では、基礎固定の建物実験により上部構造の損傷を再現しました。徐々に加振レベルを大きくして、杭本体や建物が損傷に至るまでの詳細なデータを計測しました。　一連の実験により、建物－杭－地盤の連成系の挙動や、各部が損傷に至るまでの過程等を把握するために必要となる貴重なデータが取得されています。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "Against the major earthquake in the near future, improving the resilience of cities has become an urgent issue. To improve resilience, it is essential to assess the condition of buildings immediately after major earthquakes. As part of the “the Special Project for Reducing Vulnerability in Urban Mega Earthquake Disasters”, this test was conducted to verify the structural health monitoring technology for a building and piles. The experiment was conducted on a coupled system with reinforced concrete building supported by pile foundations and their surrounding soil . Two stages of shaking table tests were conducted; damage to the coupled system was reproduced at the first stage, and damage only to the superstructure was reproduced with a fixed foundation at the second stage. The shaking level was gradually increased, and detailed data was measured until the pile itself and the building were damaged. The series of experiments has provided valuable data that is necessary for understanding the behavior of the coupled system of soil-pile-structure and the process by which each part reaches the point of damage.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "データ取得：2017年　", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Data acquisition period : 2017", "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": "2019"}]}, "item_1617186783814": {"attribute_name": "識別子", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "10.17598/NIED.0020-E201602"}]}, "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": "モニタリング技術検証のためのRC造フレーム・模型地盤の振動実験", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7215", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7215", "relation": {}, "relation_version_is_last": true, "title": ["モニタリング技術検証のためのRC造フレーム・模型地盤の振動実験"], "weko_shared_id": -1}