{"_buckets": {"deposit": "ef8c9291-e725-4ae2-8b96-ac7da2e986cf"}, "_deposit": {"created_by": 7, "id": "7207", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7207"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007207", "sets": ["1749778844647"]}, "author_link": ["1632"], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "縮小6層RC造耐震壁フレーム建物の振動実験", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Shake Table Experiment of Downsized 6-story RC Building with Earthquake Resisting Wall Frame", "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": "国内観測史上最大規模の東北地方太平洋沖地震は、東日本を中心に未曾有の大被害をもたらし、首都圏でも事業や生活の継続が長期間妨げられ、大都市の脆弱性が顕在化しました。文部科学省の委託研究「都市の脆弱性が引き起こす激甚災害の軽減化プロジェクト－都市機能の維持・回復のための調査・研究－」の一環として、建物が完全崩壊に至るまでの詳細な損傷進展性状の検証、鉄筋コンクリート造建物の崩壊余裕度の定量化、建物健全度評価のためのモニタリングシステム検証を目的とした、Ｅ－ディフェンス大型振動台実験を行いました。この実験では、鉄筋コンクリート造建物を対象に徐々に破壊を進行させ最終的には崩壊させ、建物の余力等を検証するものです。建築基準法の現行規定による設計施工を対象とした6層の鉄筋コンクリート造建物の30%縮小試験体（平面4.6×5.4m、高さ6.5m、重量約320トン）を製作し、1995年兵庫県南部地震における観測波（JMA神戸波）などを入力しました。実験の結果、部材が崩壊に至るまでの損傷進⾏過程や、壁や柱の破壊と建物全体の安全性の関係性に関する多数のデータが取得できました。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "As part of the Ministry of Education, Culture, Sports, Science and Technology-commissioned research project titled “Special Project for Reducing Vulnerability in Urban Mega Earthquake Disasters - develop technology for rapid damage assessment of high-rise office buildings which may be damaged during earthquakes -,” a large-scale E-Defense shake table test was conducted. The experiment aimed to verify the detailed damage progression of buildings until full collapse and validate a monitoring system for assessing building integrity. In this experiment, reinforced concrete buildings were subjected to gradual destruction until collapse to verify their residual capacity. A 30% scaled-down test specimen of a six-story reinforced concrete building (plan dimensions: 4.6 m × 5.4 m, height: 6.5 m, weight: approximately 320 tons) designed and constructed in accordance with current building codes was constructed. The test specimen was subjected to input of JMA Kobe and other motions). The results of the experiment provided a large amount of data on the damage progression process leading to collapse of structural members.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "データ取得：2015年　", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Data acquisition period : 2015", "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": "2017"}]}, "item_1617186783814": {"attribute_name": "識別子", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "10.17598/NIED.0020-E201401"}]}, "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": "縮小6層RC造耐震壁フレーム建物の振動実験", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7207", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7207", "relation": {}, "relation_version_is_last": true, "title": ["縮小6層RC造耐震壁フレーム建物の振動実験"], "weko_shared_id": -1}