{"_buckets": {"deposit": "194baae1-4262-475a-add8-10bd5d182fae"}, "_deposit": {"created_by": 7, "id": "7203", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7203"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007203", "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3）", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Study on Verification Methods for Isolated Buildings in Long-period Earthquakes, Part 3", "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十数分程度継続する、長周期地震動が発生することが予想されています。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、実大の免震部材の長周期・長時間地震動に対する繰り返し変形能力やエネルギー吸収性能を詳細に把握することを目的に、4連動地震による免震建築物の応答変位波を入力して、Ｅ－ディフェンスによる免震部材の多数回繰り返し加振実験を行いました。今回の実験の対象となる免震減衰部材は、鉛ダンパーと２種類のオイルダンパーです。通常、Ｅ－ディフェンスでは、震動台に実大建築物を搭載し、地震動で揺らし建築物の挙動や地震による破壊現象を再現させますが、今回の実験においては震動台を動的な加振装置として用いることが特徴となります。本実験により，各種免震減衰部材の、荷重と変位の関係やエネルギー吸収特性を確認することができました。", "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 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, a series of E-Defense shaking tests were conducted  to evaluate the long-period and long-duration seismic motion response of full-scale seismic isolation components. The seismic isolation damping components tested in this experiment were lead dampers and two types of oil dampers. Through this experiment, the load-displacement relationship and energy dissipation characteristics of various seismic isolation and damping components were confirmed.", "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-E201304"}]}, "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3）", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7203", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7203", "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3）"], "weko_shared_id": -1}