{"_buckets": {"deposit": "56e01143-cb1c-4f5c-9b67-78b5dd64753e"}, "_deposit": {"created_by": 7, "id": "7185", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7185"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007185", "sets": ["1749778844647"]}, "author_link": ["1632"], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "伝統的木造軸組構法の耐震性能検証に関する実験（その2）", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Verification Experiment on Seismic Performance of Wooden Building built by Traditional Frame Construction Method, Part 2", "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】我が国の伝統構法木造建築物は、気候・風土等に適応しながら地域の文化を反映した地域特有のまちなみや集落を形成してきた歴史を有し、多くの地域で地域文化のシンボルとして保存や改修が進められるなど、その価値が見直されつつあるます。しかしながら、建築基準法において、伝統構法の構造設計法について明確に記述されていません。このような課題を踏まえ、伝統構法の木造建築物の設計法を確立することを目的とした、実大振動台実験による検証が実施されてきました。本実験では、これまで行われた調査、実験などの検討結果を基に、石場建て構法を含む伝統構法木造建築物の設計法について検討を行いました。人工地震波（告示波）や1995年兵庫県南部地震で観測されたJMA 神戸波を入力して、石場建て構法の柱脚滑りの発生条件、滑り量、柱脚と礎石との摩擦、上部構造物の耐力、入力地震動レベルとの関係などを計測しました。その結果、偏心がなくてもねじれるように滑ったり、加振方向によって滑り量が顕著に異なったりするなど、滑り量の予想が非常に難しいことが明らかとなっています。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "【Facility Rental Experiment Conducted by Green Architectural.】Traditional timber-frame buildings in Japan form unique urban landscapes and communities and are being preserved and renovated as symbols of regional culture. However, the Building Standard Law does not clearly describe the structural design methods for traditional construction methods. In light of this, verification experiments using a full-scale shake table have been conducted with the aim of establishing design methods for traditional wooden buildings. In this experiment, we examined design methods for traditional wooden buildings, including the stone-based construction method, based on the results of previous surveys and experiments. Notification motions and the JMA Kobe motion in the 1995 Southern Hyogo Prefecture Earthquake were input to measure the conditions for the occurrence of column base sliding, the amount of sliding, and so on. The results clearly indicate that predicting slip amounts is extremely challenging, as columns may slip in a twisting manner even without eccentricity, and slip amounts can vary significantly depending on the direction of excitation.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "データ取得：2011年　", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Data acquisition period : 2011", "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": "2013"}]}, "item_1617186783814": {"attribute_name": "識別子", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "10.17598/NIED.0020-E201005"}]}, "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": "伝統的木造軸組構法の耐震性能検証に関する実験（その2）", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7185", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7185", "relation": {}, "relation_version_is_last": true, "title": ["伝統的木造軸組構法の耐震性能検証に関する実験（その2）"], "weko_shared_id": -1}