{"_buckets": {"deposit": "4de846d6-e8d6-4346-9e63-55af7efe10fb"}, "_deposit": {"created_by": 7, "id": "7158", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7158"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007158", "sets": ["1749778844647"]}, "author_link": ["1632"], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "鉄骨造建物実験研究 倒壊防止装置を転用した負荷フレームによるテストベッド整備のための予備実験", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Preliminary Experiment for Test Bed Preparation with Loading Frame converted from Collapse Prevention Device", "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ることにより、実物大の大型試験体を加振することができますが、このような試験体を用いた実験はコストがかかるため、実験の目的によっては、建物の平面フレームなど構造物の一部を試験する方が経済的に、必要なデータを得ることができます。そこで、多目的慣性質量システムを備えたいわゆる「テストベッド」を用いて、平面フレームに載荷する手法を検証するための予備実験を実施しました。テストベッドは、平面寸法6 m × 4.5 m、高さ2.7 mの鋼製トラスボックスで構成されており、寸法3000 mm × 4000 mm、質量30トンのコンクリートスラブが組み込まれています。試験体の平面フレームを、2基のテストベッドで挟み込み、試験フレームとテストベッドを接続することで、地震時のテストベッドユニットの水平方向慣性力を試験フレームに伝達させました。本実験で得られた詳細データおよび映像を公開しています。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "By using E-Defense shaking table, it is possible to excite full-scale large test specimens. However, experiments using such large test specimens cost considerably expensive, so depending on the purpose of the experiment, it may be more economical to test a key portion of a structure, such as a building\u0027s plan frame, to obtain the necessary data. Therefore, preliminary experiments were conducted to verify a method of loading a plane frame using a so-called “test bed” equipped with a multi-purpose inertial mass system. The test bed consists of a steel truss box with dimensions of 6 m × 4.5 m and a height of 2.7 m, incorporating a concrete slab with dimensions of 3000 mm × 4000 mm and a mass of 30 tons. The plan frame of the test specimen was sandwiched between two test beds, and by connecting the test frame to the test beds, the horizontal inertial forces of the test bed during an earthquake were transmitted to the test frame. The detailed data and video obtained from this experiment are available.", "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-E200701"}]}, "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 倒壊防止装置を転用した負荷フレームによるテストベッド整備のための予備実験", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7158", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7158", "relation": {}, "relation_version_is_last": true, "title": ["鉄骨造建物実験研究 倒壊防止装置を転用した負荷フレームによるテストベッド整備のための予備実験"], "weko_shared_id": -1}