{"_buckets": {"deposit": "1f3f7320-0939-4522-8589-fb19968d262e"}, "_deposit": {"created_by": 7, "id": "7192", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7192"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007192", "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免震建築物の安全性検証方法に関する検討（その1）", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Study on Verification Methods for Isolated Buildings in Long-period Earthquakes, Part 1", "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": "過去の地震災害において、免震建築物はその性能を発揮し、被害の軽減に大きく貢献しています。しかしながら、南海トラフ巨大地震では、数秒から十数秒の長い周期のゆれが含まれ、地震動の継続時間が数分から十数分程度となる長周期地震動が発生することが予想されており、2011年東北地方太平洋沖地震での地震動を上回る揺れが免震建築物に加わる可能性が指摘されています。それらの地震に備え、免震部材の性能評価を行い、品質の確保と試験方法の整備を行うことが喫緊の課題となっています。以上のことから、国土交通省建築基準整備促進事業の一環として、実大すべり支承およびオイルダンパーを用いたＥ－ディフェンス実験を実施、多数回の繰返しすべりに伴う発熱・放熱環境や累積エネルギーの上昇速度を現実に近い状態で再現しました。実験の結果、繰返し載荷によるすべり支承やダンパーの特性変化の検証に不可欠なデータを取得しています。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "In past earthquake disasters, seismic isolation buildings have demonstrated their performance and significantly contributed to mitigating damage. However, in the anticipated Nankai Trough mega-earthquake, long-period ground motions with period of several seconds to tens of seconds are expected to occur, and the duration of seismic ground motion could extend to tens of minutes. To prepare for such earthquakes, it is an urgently required task to evaluate the performance of seismic isolation components, ensure their quality, and establish testing methods. In light of the above, as part of the Ministry of Land, Infrastructure, Transport and Tourism\u0027s Building Standards Improvement Promotion Project, E-Defense shake table experiments with full-scale sliding bearing and oil damper were conducted to reproduce the heat generation and dissipation environment and the rate of cumulative energy increase associated with repeated sliding in conditions close to reality. The experiments have provided data essential for verifying changes in the characteristics of sliding bearings and dampers under repeated loading.", "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-E201106"}]}, "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免震建築物の安全性検証方法に関する検討（その1）", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7192", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7192", "relation": {}, "relation_version_is_last": true, "title": ["長周期地震動に対する免震建築物の安全性検証方法に関する検討（その1）"], "weko_shared_id": -1}