{"created":"2025-06-13T01:58:26.265515+00:00","id":7166,"links":{},"metadata":{"_buckets":{"deposit":"cb0cb037-35bd-4dae-9ee2-1ec30db5c21a"},"_deposit":{"created_by":7,"id":"7166","owners":[7],"pid":{"revision_id":0,"type":"depid","value":"7166"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00007166","sets":["5:1749778844647"]},"author_link":["1632"],"item_1617186331708":{"attribute_name":"Title","attribute_value_mlt":[{"subitem_1551255647225":"橋梁耐震実験研究 橋梁コンポーネント実験（C1-2，C1-5実験）","subitem_1551255648112":"ja"},{"subitem_1551255647225":"Experimental Study of Seismic Performance of Bridge Component (C1-2, C1-5)","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":"C1-2実験：現在の設計法で設計・製作されたRC橋脚が、兵庫県南部地震クラスの地震に対して十分な耐力を有しているかどうかを確認するため、現在の設計基準に準じたRC柱脚試験体を製作して、加振実験を実施しました。試験体の柱部は円形断面で直径2.0m、柱高さ7.5m、基礎部は縦7.0 m x 横7.0 m x 高さ1.8 m、全体重量は約310 tで、兵庫県南部地震の観測波形を入力しました。この実験により、現在の設計法で設計・製作された橋脚は、十分な体力を有することがわかりました。C1-5実験：兵庫県南部地震でRC橋脚に発生した甚大な被害を再現することを目的として、1970年代に建設された、主鉄筋二段落としを有するRC橋脚試験体を製作して、加振実験を行いました。試験体の柱部は円形断面で直径1.8 m、柱高さ7.5 m、基礎部は縦7.0 m x 横7.0 m x 高さ1.8 m、全体重量は約300 tです。兵庫県南部自身の実観測波形を入力したところ、実際の被災状況を再現することができ、これまでに例のない破壊の過程を捉えたデータを得ることができました。","subitem_description_language":"ja","subitem_description_type":"Abstract"},{"subitem_description":"C1-2 Experiment: In order to confirm if RC bridge piers designed and constructed using current design methods have sufficient strength to withstand earthquakes of the magnitude of the Sourthern Hyogo Prefecture Earthquake, a shaking table test was conducted using a test specimen of an RC pier based on current design standards. The test specimen had a circular cross-section pier with a diameter of 2.0 m,  height of 7.5 m, and a total weight of approximately 310 t. This experiment proved that bridge piers designed and constructed using current design methods have sufficient strength. C1-5 Experiment: In order to reproduce the severe damage caused to RC bridge piers by the Sourthern Hyogo Prefecture Earthquake, shaking table tests were conducted on a test specimen of an RC bridge pier with step-down main reinforcement bars, which was constructed in the 1970s. The pier of the test specimen had a circular cross-section with a diameter of 1.8 m, a height of 7.5 m with a total weight of approximately 300 t. This experiment could reproduce the actual damage situation, and data was obtained that captured the destruction process.","subitem_description_language":"en","subitem_description_type":"Abstract"},{"subitem_description":"データ取得：2008年　","subitem_description_language":"ja","subitem_description_type":"Other"},{"subitem_description":"Data acquisition period : 2008","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":"2010"}]},"item_1617186783814":{"attribute_name":"識別子","attribute_value_mlt":[{"subitem_identifier_type":"DOI","subitem_identifier_uri":"10.17598/NIED.0020-E200802"}]},"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":"橋梁耐震実験研究 橋梁コンポーネント実験（C1-2，C1-5実験）","item_type_id":"40006","owner":"7","path":["1749778844647"],"publish_date":"2025-06-19","publish_status":"0","recid":"7166","relation_version_is_last":true,"title":["橋梁耐震実験研究 橋梁コンポーネント実験（C1-2，C1-5実験）"],"weko_creator_id":"7","weko_shared_id":-1},"updated":"2025-06-23T05:38:54.095244+00:00"}