{"_buckets": {"deposit": "f312ad25-9fd4-42ae-8338-40544d7bf3b3"}, "_deposit": {"created_by": 7, "id": "7201", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7201"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007201", "sets": ["1749778844647"]}, "author_link": ["1632"], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "実大免震建物の衝突による被害低減対策開発のための加振実験", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Shake Table Test for Development of the Measure to Mitigate the Damage by Collision of Base-isolation Building to Retaining Wall", "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": "免震技術は、地震時における建物の損傷低減のみでなく、建物の機能保持においてもっとも効果的な手法と考えられています。免震建物のいくつかは，2011 年に発生した東北地方太平洋沖地震に襲われ、建物被害の低減に大いに貢献しました。しかしながら、室内のキャスター付き機器の暴走など、建物としての機能に悪影響を及ぼす被害の発生がみられ、免震建物においても地震対策の必要性が明らかとなっています。また、近年では、これまでの設計ではほとんど考慮されてこなかった長周期・長時間地震動により繰り返し生じる免震装置の大変形に対する安全性への検証不足が指摘されています。そこで、免震建物と擁壁をＥ－ディフェンス震動台上に設置して、1995年兵庫県南部地震や2011年東北地方太平洋沖地震で観測された地震動を入力しました。その結果、免震建物と周囲の擁壁のクリアランスを適切に設計しないと、免震建物が擁壁に衝突してしまう可能性があることなどが明らかとなりました。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "Seismic isolation technology is considered to be one of the most effective methods for not only reducing damage to buildings during earthquakes, but also for maintaining the functionality of buildings. However, in the 2011 off the Pacific coast of Tohoku Earthquake, there were some cases where the damage had a negative impact on the functionality of the buildings, such as the runaway of equipment with casters, and it became obvious that earthquake countermeasures are also necessary for seismic isolation buildings. In addition, in recent years, there have been concerns about the lack of performance verification of seismic isolation devices repeatedly subjected to large deformations due to long-period, long-duration seismic motion. Therefore, a seismic isolation building and retaining wall were placed on the E-Defense shake table, and seismic motions observed in the 2011 Tohoku Pacific Offshore Earthquake and others were input. As a result, it became clear that if the clearance between the base-isolated building and the surrounding retaining wall is not designed appropriately, there is a possibility that the base-isolated building will collide with the retaining wall.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "データ取得：2013年　", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Data acquisition period : 2013", "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": "2015"}]}, "item_1617186783814": {"attribute_name": "識別子", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "10.17598/NIED.0020-E201301"}]}, "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": "実大免震建物の衝突による被害低減対策開発のための加振実験", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7201", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7201", "relation": {}, "relation_version_is_last": true, "title": ["実大免震建物の衝突による被害低減対策開発のための加振実験"], "weko_shared_id": -1}