{"_buckets": {"deposit": "d7e33be9-1939-4659-87a7-217763e092d6"}, "_deposit": {"created_by": 7, "id": "7165", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7165"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007165", "sets": ["1749778844647"]}, "author_link": ["1632"], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "長周期地震動を受ける高層建物の損傷過程、安全余裕度把握", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Understanding the Damage Process and Marginal Seismic Performance of High-rise Buildings subjected to Long-period Ground Motions", "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": "首都圏に数多く建設されている高層建物には、東海地震などの海溝型巨大地震で想定されている長周期地震動の発生により、設計想定を大きく上回る地震エネルギーが入力される可能性が指摘されています。このような想定以上の地震動に対して、高層建物の構造体に生じる具体的な損傷レベル、安全余裕度は明らかではありません。以上のことから、高層建物下層階の耐震性能を検証するため、実大規模の試験体に、長周期地震動による長周期大振幅の多数回繰り返し震動を加える実験を実施しました。高層建物の平均的な規模として地上21階、高さ80 mの建物を想定して、1階から4階までを実大規模の鉄骨造架構を製作、その上に5階から21階までの揺れを模擬するシステムを組み込みました。 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ました。実験で得られた詳細な計測データや画像を公開しています。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "It has been noted that the high-rise buildings that are being constructed in the Tokyo metropolitan area may be subjected to seismic energy greatly exceeding the design assumptions due to the occurrence of long-period seismic motion that is expected in the event of the future Tokai earthquake. The specific level of damage to the structural components of high-rise buildings and the degree of safety margin against such seismic motion is not clear. In order to verify the seismic performance of the lower floors of high-rise buildings, a series of experiments was conducted in which a full-scale test model was subjected to repeated long-period, large-amplitude shaking. Assuming an average-sized high-rise building with 21-story above the ground and a height of 80 m, a full-scale steel frame structure was built from the first to the fourth floors, and a system was incorporated on top of this to simulate shaking from the fifth to the 21st floors. In the experiment, the expected ground motion in the Tokyo metropolitan area in the event of a Tokai earthquake and the expected ground motion in Nagoya City in the event of a Tokai-Tonankai earthquake were input. ", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "データ取得：2008年　", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Data acquisition period : 2008", "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": "2010"}]}, "item_1617186783814": {"attribute_name": "識別子", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "10.17598/NIED.0020-E200709"}]}, "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高層建物の損傷過程、安全余裕度把握", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7165", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7165", "relation": {}, "relation_version_is_last": true, "title": ["長周期地震動を受ける高層建物の損傷過程、安全余裕度把握"], "weko_shared_id": -1}