{"_buckets": {"deposit": "73018299-e153-4d81-a0a8-3032b5bbacac"}, "_deposit": {"created_by": 7, "id": "7199", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7199"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007199", "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2）", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Study on Verification Methods for Isolated Buildings in Long-period Earthquakes, Part 2", "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、Ｅ－ディフェンスを用いて、実大の鉛プラグ入り積層ゴム支承および高減衰積層ゴム支承について多数回繰り返し試験を実施しました。実験の結果、複数地震動における免震装置の特性変化の検証に不可欠なデータを取得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 mega-earthquake, long-period ground motions with period of several seconds to tens of seconds are expected to occur, and the duration of the motion could extend to tens of minutes. These motions may exceed those experienced during the 2011 off the Pacific coast of the Tohoku earthquake, potentially subjecting seismic isolation buildings to more severe shaking. 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, using E-Defense, a series of repeated shaking tests were conducted on full-scale lead rubber bearing and high-damping rubber bearing. The results of the tests provided data essential for verifying the changes in the characteristics of seismic isolation devices under multiple seismic motions.", "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-E201205"}]}, "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2）", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7199", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7199", "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2）"], "weko_shared_id": -1}