{"_buckets": {"deposit": "765c6789-045e-46eb-93a1-2f95c0b29df0"}, "_deposit": {"created_by": 7, "id": "7193", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7193"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007193", "sets": ["1749778844647"]}, "author_link": ["1632"], "control_number": "7193", "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "地盤・地中構造物実験研究", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Experimental Study of Soil and Underground Structure", "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": "大都市圏の地下空間には、多くの地下構造物が輻輳しており、利便性を高めるために、各構造物は地下で連結されているのが一般的です。しかしながら、連結されている地上・地下構造物が、異なる指針や基準で設計されていること、建設時期が大きくずれていたりすることは、決して珍しいことではありません。これらの理由により、連結されている構造物の相互作用を考慮した耐震性評価が非常に難しいことが課題としてあげられます。以上のことから、最も損傷を受けやすいと考えられている鉛直構造物と水平地下構造物の連結部分や硬い地盤と軟らかい地盤の境界付近に注目して、地下構造物の地震時挙動や破壊に至るメカニズムを解明することを目的としたＥ－ディフェンスを用いた大型地盤・地下構造物模型実験を実施しました。試験体は、直径8m、高さ6.5mの円筒形土槽内に作製した、大規模地盤・地下構造物模型です。試験体地盤は、乾燥した砂を用いて作製しています。また、地下構造物は、矩形の水平地下構造物に接続された2体の鉛直構造物と、2体の円形の水平地下構造物から構成されています。試験体に、1995年兵庫県南部地震の際に観測された実地震動を入力したところ、連結部周辺で局所的な応答が生じることが明らかとなっています。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "In the underground spaces of metropolitan areas, there is a high concentration of underground structures, and it is common these structures are connected each other under the ground for convenience. However, it is not uncommon that these underground structures connected are designed with different standards, and/or in different periods. For these reasons, it is extremely difficult to assess the seismic performance of connected structures, taking into account their interaction. Based on the above, large-scale shaking tests were conducted using the E-Defense to clarify the behavior of underground structures during earthquakes and the failure mechanism, focusing on the connection between vertical structures and horizontal underground structures. The test model was a large-scale model of a ground and underground structure, built inside a cylindrical laminar container with a diameter of 8 m and a height of 6.5 m. When the test specimen was subjected to the seismic motion observed in the 1995 Southern Hyogo Prefecture Earthquake, considerable localized responses occurred around the connection.", "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-E201107"}]}, "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": "地盤・地中構造物実験研究", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7193", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7193", "relation": {}, "relation_version_is_last": true, "title": ["地盤・地中構造物実験研究"], "weko_shared_id": -1}