{"_buckets": {"deposit": "7e1482c3-e40c-45d5-8673-2356710c286e"}, "_deposit": {"created_by": 7, "id": "7176", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7176"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007176", "sets": ["1749778844647"]}, "author_link": ["1632"], "control_number": "7176", "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "長周期地震動を受ける超高層建物の応答低減手法の開発", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Development of Response Mitigation Methods for High-rise Buildings subject to Long-period Ground Motion", "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": "2008年3月に実施した、1980年代以前に建てられた超高層建物の骨組を対象とした実験の結果、長周期地震動により何度も繰り返し変形することで、現場で溶接された梁の根元が破断する等の損傷を被ることがわかりました。このような骨組の損傷被害を抑制するためには，骨組の変形を小さく抑えて，多数回の繰り返し塑性変形が生じないようにする必要があり、ダンパーを組み込む耐震補強が効果的と考えられます。以上のことから、超高層建物を模した試験体を作製して、Ｅ－ディフェンスを用いた震動台実験を実施しました。試験体は、高層建物の平均的な規模として地上21階、高さ80 mの建物を想定しました。1階から4階までを実物大の鉄骨造骨組とし、5階から21階までの揺れを模擬するため、その上にコンクリート錘と積層ゴムからなる実験装置を載せました。東海地震において予測される首都圏での想定波、東海・東南海地震において予測される名古屋市での想定波等を入力して、ダンパー補強の効果を検証しました。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "The results of an experiment conducted in March 2008 on the frames of skyscrapers built before the 1980s indicated that the base of welded beams would be damaged by repeated deformation due to long-period seismic motion. In order to prevent damage to such frames, it is necessary to minimize deformation and prevent repeated plastic deformation, and it is thought that seismic reinforcement incorporating dampers would be effective. Based on the above, a test model was constructed to represent a high-rise building, and a shaking table test was conducted using the E-Defense facility. The test model was designed to represent a building with 21 floors above ground and a height of 80m, which is the average size of high-rise buildings. The first to fourth floors were constructed using a full-scale steel frame, and an experimental device consisting of concrete weights and laminated rubber was placed on top of this to simulate the shaking of the fifth to 21st floors. The effects of the damper reinforcement were verified by inputting the expected seismic motions in the Tokyo metropolitan area and Nagoya City in the event of a Tokai-Tonankai earthquake, etc.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "データ取得：2009年", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Data acquisition period : 2009", "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": "2011"}]}, "item_1617186783814": {"attribute_name": "識別子", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "10.17598/NIED.0020-E200905"}]}, "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": "長周期地震動を受ける超高層建物の応答低減手法の開発", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7176", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7176", "relation": {}, "relation_version_is_last": true, "title": ["長周期地震動を受ける超高層建物の応答低減手法の開発"], "weko_shared_id": -1}