{"_buckets": {"deposit": "be4a3f0f-1fed-4c2a-b281-41424a46d015"}, "_deposit": {"created_by": 7, "id": "7190", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7190"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007190", "sets": ["1749778844647"]}, "author_link": ["1632"], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "平成23年度原子力プラント斜面における振動実験", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Shake Table Experiments on Slopes around Nuclear Power Plant", "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": "【（独）原子力安全基盤機構 による施設貸与実験】地震時に、原子力発電所施設周辺の斜面崩壊が危惧される場合、斜面の崩壊が施設の安全機能に重大な影響を及ぼさないことを確認する必要があり、斜面崩壊の発生可能性と崩壊領域を合理的に評価することが重要になります。岩盤斜面の地震時安定性の評価手法の検討・高度化を行うためには、現象を再現した模型実験によるメカニズムの解明と模型実験により得られた結果を基に、数値解析の妥当性を検証することが重要になります。以上の点を踏まえ、これまで岩盤斜面の振動台実験を行うとともに、数値解析的な検討を実施してきました。しかしながら、これまでの振動台実験は水平地震動のみを用いた加振であり、鉛直地震動が斜面の地震時挙動に及ぼす影響については、十分な検討がなされていません。以上の背景のもと、鉛直地震動や模型の寸法効果が斜面の地震時挙動に及ぼす影響を評価しつつ、斜面の地震時安全性評価手法にその検討結果を反映することを目的として、Ｅ－ディフェンス震動台実験を実施しました。試験体として高さ3ｍの斜面模型を構築して、水平・鉛直同時加振を実施しました。得られた結果を基に、従来評価法や粒子法を用いて、斜面の大変形解析への適用性および有用性について検討を行いました。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "In large earthquakes, it is necessary to confirm that slope failures in the vicinity of nuclear power plant will not significantly affect the facility\u0027s functions. To achieve this, it is necessary to clarify the failure mechanisms of rock slopes through experiments that reproduce the phenomena and to verify the validity of numerical analyses based on the results obtained from these experiments. Therefore, shake table experiments on rock slopes and numerical analyses have been conducted, but these experiments only used horizontal seismic motions, and the effects of vertical motions have not been sufficiently investigated. In light of this background, E-Defense shake table experiments were conducted with the aim of evaluating the effects of vertical motion and scale effects of models on the seismic behavior of slopes and incorporating the results into seismic safety evaluation methods for slopes. A slope model with a height of 3 meters was constructed as the test specimen, and horizontal and vertical simultaneous excitation was applied. Based on the results obtained, the applicability and usefulness of various numerical analysis were investigated.", "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-E201104"}]}, "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": "平成23年度原子力プラント斜面における振動実験", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7190", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7190", "relation": {}, "relation_version_is_last": true, "title": ["平成23年度原子力プラント斜面における振動実験"], "weko_shared_id": -1}