{"_buckets": {"deposit": "16fde93f-74d3-4ddb-b665-032390cec48b"}, "_deposit": {"created_by": 7, "id": "7211", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7211"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007211", "sets": ["1749778844647"]}, "author_link": ["1632"], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "現行耐震設計基準に基づく10層RC造骨組の崩壊メカニズムと普及型高耐震技術に関する実験", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Experiments on the Collapse Mechanism of a 10-story RC Structure based on the Current Seismic Design Standards and on Popular High-seismic-resistant 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": "兵庫県南部地震以降、病院や市庁舎などの重要施設の耐震性能だけでなく，継続使用性が要求されてきました。その後も日本各地で震災を経験し、近年では経済活動の継続や早期復旧の観点から、住宅やオフィス等の建物にも継続使用性を求める機運が高まっています。集合住宅などに多く用いられる鉄筋コンクリート造建物の高耐震化を目的として、集合住宅をモデル化した試験体の基礎底に鋳鉄支承（鋳鉄製の鉄板）を設置した基礎すべり構法の加振実験を平成27年11月に行いました。 また、平成27年12月には同一試験体を用いて試験体基礎部を震動台に固定した従来工法の加振実験を行いました。一連の実験で、基礎をすべらせることにより建物躯体の損傷を抑制できうることや、大地震時の建物応答性状と建物躯体が損傷に至る過程を確認しました。 ", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "Since the Southern Hyogo Prefecture Earthquake, there have been demands not only for the seismic performance, but also for the continued usability of important facilities such as hospitals and city halls. Through further earthquake disasters, and there has been a growing demand for buildings such as houses and offices to be able to withstand earthquakes and continue to be used, in order to ensure the continuity of economic activity and rapid recovery. In order to improve the seismic resilience of reinforced concrete buildings, which are often used for housing complexes, in November 2015 a shaking table test was conducted on a model of a housing complex, with a cast iron bearing installed at the base of the foundation. In addition, in December 2015, a shaking table test was conducted using the same specimen, but this time with the base of the specimen fixed to the shaking table. The series of tests confirmed that damage to the building structure could be mitigated by allowing the foundation to slip, and also confirmed the building response characteristics during a major earthquake and the process by which the building structure reaches the point of damage.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "データ取得：2015年　", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Data acquisition period : 2015", "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": "2017"}]}, "item_1617186783814": {"attribute_name": "識別子", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "10.17598/NIED.0020-E201506"}]}, "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": "現行耐震設計基準に基づく10層RC造骨組の崩壊メカニズムと普及型高耐震技術に関する実験", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7211", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7211", "relation": {}, "relation_version_is_last": true, "title": ["現行耐震設計基準に基づく10層RC造骨組の崩壊メカニズムと普及型高耐震技術に関する実験"], "weko_shared_id": -1}