{"_buckets": {"deposit": "e78f6cff-9249-4069-8ae8-e91880793121"}, "_deposit": {"created_by": 7, "id": "7160", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7160"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007160", "sets": ["1749778844647"]}, "author_link": ["1632"], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "鉄骨造建物実験研究 完全崩壊再現実験", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Experimental Study on Complete Collapse of Steel Frame Building", "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": "Ｅ－ディフェンスを用いた、実大4階建鉄骨造建物の震動台実験を実施しました。 試験体は、現行の建築基準法で定められる最低限の安全性を満足するよう設計され、鉄骨の構造骨組だけでなく、コンクリートの床・軽量コンクリートの外壁・アルミサッシ・ガラス窓・石膏ボードの間仕切壁・天井など、非構造体と呼ばれる部材も含めて、建物としての主要な要素を全て再現しています。 実験は、1995年兵庫県南部地震の観測地震動など、微小地震から震動台の最大能力を使った極大地震まで、徐々に加振レベルを上げて行いました。その結果、1層柱の柱頭・柱脚に著しい局部座屈が進展して耐力低下が顕著となり、1層部分が層崩壊しました。 ", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "A shake table test was conducted on a full-scale 4-story steel-framed building using the large-scale shaking table E-Defense. The test specimen was designed to satisfy the minimum level of performance required by the current building standards, and it reproduced all the main elements of a building, including not only the steel frame structure, but also non-structural elements such as the concrete floor, lightweight concrete exterior walls, aluminum sashes, glass windows, plasterboard partition walls, and ceiling. The experiments were conducted by gradually increasing the shaking level, from small earthquakes up to extremely large earthquakes using the maximum capacity of the shaking table, including the observed seismic motion of the 1995 Hyogo-ken Nanbu Earthquake. As a result, significant local buckling developed at the top and bottom of the columns in the first story, and the bearing capacity decreased significantly, causing collapse of the first story.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "データ取得：2007年　", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Data acquisition period : 2007", "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": "2009"}]}, "item_1617186783814": {"attribute_name": "識別子", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "10.17598/NIED.0020-E200703"}]}, "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": "鉄骨造建物実験研究 完全崩壊再現実験", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7160", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7160", "relation": {}, "relation_version_is_last": true, "title": ["鉄骨造建物実験研究 完全崩壊再現実験"], "weko_shared_id": -1}