{"_buckets": {"deposit": "44078550-4e00-4de3-aea3-0e3003fc16bf"}, "_deposit": {"created_by": 7, "id": "7150", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7150"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007150", "sets": ["1749778844647"]}, "author_link": ["1632"], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "鉄骨系工業化住宅（2階建て）の耐震性能検証と制振効果の検証", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Verification Experiment of Seismic Performance and Damping Effect of 2-story Steel Frame House", "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": "【大和ハウス工業（株）による施設貸与実験】近年、住宅には、1995年兵庫県南部地震クラスの地震動に対して、倒壊しないレベルの耐震性能が求められるようになってきています。設計性能をはるかに超えた性能となりますが、非構造部材が耐震性能に寄与することができれば、躯体の負担が減り、上記の性能を満足することが可能です。一方、非構造部材により建物の剛性が大幅に上昇して、局所的に大きな力が作用して、最終的に建物の耐震性能が低下することも考えられます。こういったことを検証するために、各部材について実験を実施、その結果を基にモデル化して応答解析を行っても、部材の組み合わせ効果やスケール効果を適切に評価することが難しいのが現状です。以上のことから、住宅の剛性・減衰の把握および数値モデル化を目的として、Ｅ－ディフェンスを用いた実際の建物の加振実験を行いました。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "【Facility Rental Experiment Conducted by Daiwa House Industry CO., LTD.】In recent years, housing has been required to have seismic performance capable of withstanding earthquakes of the same intensity as the 1995 Southern Hyogo Prefecture Earthquake without collapsing. While this performance far exceeds design standards, if non-structural components can contribute to seismic performance, the load on the building structure can be reduced, making it possible to achieve the above performance. On the other hand, if the rigidity of the building increases significantly due to non-structural components, localized large stresses may act on the structure, potentially leading to a decrease in the building\u0027s seismic performance. To verify the above, experiments were conducted on each component, and based on the results, modeling and response analysis were performed. However, it is currently challenging to appropriately evaluate the combined effects of components and scale effects. Therefore, to understand the stiffness and damping of residential buildings and to develop numerical models, shake table tests were conducted on actual buildings using E-Defense.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "データ取得：2006年　", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Data acquisition period : 2006", "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": "2008"}]}, "item_1617186783814": {"attribute_name": "識別子", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "10.17598/NIED.0020-E200601"}]}, "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": "鉄骨系工業化住宅（2階建て）の耐震性能検証と制振効果の検証", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7150", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7150", "relation": {}, "relation_version_is_last": true, "title": ["鉄骨系工業化住宅（2階建て）の耐震性能検証と制振効果の検証"], "weko_shared_id": -1}