{"_buckets": {"deposit": "42a75f43-49b5-41c8-a576-d17faee47e9a"}, "_deposit": {"created_by": 7, "id": "7198", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7198"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007198", "sets": ["1749778844647"]}, "author_link": ["1632"], "control_number": "7198", "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "伝統的構法木造建築物の耐震性能検証に関する実験", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Verification Experiment on Seismic Performance of Wooden Building built by Traditional Construction Method", "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": "【特定非営利活動法人緑の列島ネットワークによる施設貸与実験】 伝統的構法木造建築物に適した耐震設計法を構築することを目的として、平成22年度に実大震動台実験（E201005）を実施したところ、石場建ての柱脚部のすべりが確認されました。この伝統的構法の特徴であり石場建てのすべりを活かして、1階の変形低減や柱の変形抑制・損傷防止を目指した実大震動台実験を実施しました。試験体として、いわゆる「石場建て」と称される1階柱脚が平らな礎石の上に直設置された木造住宅と、1階柱脚に「地長押」を設置することで柱脚間を接合した木造住宅を製作し、BCJ波やJMA神戸波を入力しました。実験の結果、BCJ-L1では柱脚に目立ったすべりは確認できなかったが，BCJ-L2では100mm程度のすべりが確認されました。また、石場建ての試験体では、1部柱が傾いたままの状態となりましたが、地長押を設置した試験体では、地長押に小さな亀裂が発生したものの、大きな損傷はありませんでした。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "【Facility Rental Experiment Conducted by Green Architectural.】In a full-scale shake table test (E201005) in 2010FY, sliding of the column bases in the stone-based construction method was observed. To utilize this characteristic, a full-scale shake table test was conducted with the aim of reducing deformation on the first floor, mitigating column deformation, and preventing damage. Test specimens were constructed: a traditional wooden residential building with first-floor column bases directly placed on flat foundation stones, and a wooden residential building where “beam running” were installed between the first-floor column bases to connect them. BCJ motions and other motions were input into the specimens. The results indicated that no significant sliding of the column bases was observed in the level 1 of BCJ motion, but approximately 100 mm of sliding was confirmed in the level 2 of BCJ motion. Additionally, in the stone-based test specimen, some columns remained tilted, while in the test specimen with the beam running, although small cracks developed in the braces, no significant damage was observed.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "データ取得：2012年", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Data acquisition period : 2012", "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": "2014"}]}, "item_1617186783814": {"attribute_name": "識別子", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "10.17598/NIED.0020-E201204"}]}, "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": "伝統的構法木造建築物の耐震性能検証に関する実験", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7198", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7198", "relation": {}, "relation_version_is_last": true, "title": ["伝統的構法木造建築物の耐震性能検証に関する実験"], "weko_shared_id": -1}