{"_buckets": {"deposit": "9b839e17-32c4-451b-b5df-0be3d7a2ad68"}, "_deposit": {"created_by": 7, "id": "7230", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7230"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007230", "sets": ["1749778844647"]}, "author_link": ["1632"], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "5階建て鉄筋コンクリート造建築物の降伏点・減衰評価実験", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Experiment of Evaluation of Yield Point and Attenuation of 5-story RC Construction Building / Medium-rise RC Construction 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": "地震後の機能継続性が強く求められる災害拠点建築物等では、柱や壁などの建物を支える骨組みの厳密な損傷評価のみならず、非構造部材や設備機器等の変形追従性の観点からも建築物の応答変形が重要な設計クライテリアとなります。建築物に対する限界耐力計算は、国土交通大臣認定を要する時刻歴応答解析を除けば、建築物の地震応答変形を明確に評価できる唯一の構造計算法ですが、算出される応答変形の検証精度には、部材の塑性率から算出される振動減衰性状の評価方法によって、ばらつきが大きいという課題があります。以上のことから、ばらつきの最も大きな要因である部材の降伏点評価法について、新たな評価手法を構築し、限界耐力計算における応答変形の算定精度を向上させることを目的として、堀江建築工学研究所、中部大学、東京大学地震研究所他との共同で、Ｅ－ディフェンス実験を実施しました。縮尺80%の5層鉄筋コンクリート造純ラーメン構造、重量約660トン、基準階床面積12 m × 6 m＝72 m2、延べ床面積5F × 72 m2＝360 m2、高さ17.6 mの試験体を作製して、El Centro NS波位相の最大加速度約600 galの告示波を入力しました。実験で得られたデータを分析して、現行設計法への提言を行っています。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "In disaster base facilities, where strong continuity of function after an earthquake is required, the building\u0027s response deformation from the perspective of the deformation followability of non-structural components is also an important design criterion. Structural analysis for determining the ultimate capacity of buildings can clearly evaluate the seismic response deformation of buildings. However, the verification accuracy of the calculated response deformation varies significantly depending on the evaluation method for seismic damping characteristics, which is derived from the plasticity ratio of members. Based on the above, an E-Defense experiment was conducted in collaboration with the Horie Architectural Engineering Research Institute and others to develop a new evaluation method for the yield point of members. A specimen was a five-story reinforced concrete frame structure with a scale of 80%. The specimen was subjected to the notice wave with the maximum acceleration of approximately 600 gal. The results obtained were used to make recommendations for the current design method.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "データ取得：2020年　", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Data acquisition period : 2020", "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": "2022"}]}, "item_1617186783814": {"attribute_name": "識別子", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "10.17598/NIED.0020-E202002"}]}, "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": "5階建て鉄筋コンクリート造建築物の降伏点・減衰評価実験", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7230", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7230", "relation": {}, "relation_version_is_last": true, "title": ["5階建て鉄筋コンクリート造建築物の降伏点・減衰評価実験"], "weko_shared_id": -1}