{"_buckets": {"deposit": "b5613729-adc5-49a3-a34e-888f15153d28"}, "_deposit": {"created_by": 7, "id": "7224", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7224"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007224", "sets": ["1749778844647"]}, "author_link": ["1632"], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "高耐震鉄筋コンクリート造建物の耐震性能と普及型高耐震技術に関する実験", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Experiment on Seismic Performance of High Earthquake Resistance RC Building and Popular-type High Seismic Performance Technology", "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": "大地震で建物が倒壊には至らなかった場合でも、損傷が生じて継続使用ができなくなるなど、地震後の生活に大きな支障が生じることが懸念されます。防災科研では、2015年度に中層集合住宅を想定した10階建て鉄筋コンクリート造建物試験体を用いた震動台実験を行い、普及型高耐震技術（基礎すべり構法）の検証とともに、現行の基準で設計・施工された建物試験体の損傷過程や建物の継続使用性を検証しました。2015年度実験の結果を基に研究開発を進めた新たな耐震技術の検証のため、振動台実験を行いました。本実験で使用する試験体は、2015年度実験と同様の、10階建て鉄筋コンクリート造建物試験体（平面形状は13.5 m×9.5 m、高さは27.45 m）です。実験では、兵庫県南部地震で観測された地震動を用いて、前回の実験で損傷がみられた柱と梁の接合部の損傷を抑制する構法の検証を行いました。実験の結果から、基礎滑り構法を施した建物の基礎の滑りや浮き上がり挙動と、基礎が滑ることによって建物の変形が抑制されることが確認されました。また、柱梁接合部の補強によって、兵庫県南部地震で観測された地震動を複数回入力した後でも、顕著なひび割れは見られませんでした。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "Even if buildings do not collapse after a major earthquake, damage may occur that renders them unusable, causing significant disruptions to post-earthquake life. Shake table tests, E201506 were conducted on a 10-story reinforced concrete structure designed for mid-rise apartment buildings in the current design standard to verify the damage process of test specimens. Based on the results of this experiment, another experiment was conducted to verify the new seismic resistance technology, the foundation sliding method. The test specimen used in this experiment is the same as that used in the 2015 experiment: a 10-story reinforced concrete building. In the experiment, seismic motions observed in the Southern Hyogo Prefecture earthquake were reproduced on a shaking table to obtain further data for the promotion of the foundation sliding method. The results of the experiment confirmed that the sliding and uplift behavior of the foundation of the building with the foundation sliding method was observed, and that the deformation of the building was suppressed by the sliding of the foundation.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "データ取得：2018年-2019年　", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Data acquisition period : 2018-2019", "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": "2021"}]}, "item_1617186783814": {"attribute_name": "識別子", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "10.17598/NIED.0020-E201805"}]}, "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": "高耐震鉄筋コンクリート造建物の耐震性能と普及型高耐震技術に関する実験", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7224", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7224", "relation": {}, "relation_version_is_last": true, "title": ["高耐震鉄筋コンクリート造建物の耐震性能と普及型高耐震技術に関する実験"], "weko_shared_id": -1}