{"created":"2023-03-07T08:20:47.536971+00:00","id":2265,"links":{},"metadata":{"_buckets":{"deposit":"49f5c540-d53b-4f6f-af16-7ec3d01b3c11"},"_deposit":{"created_by":6,"id":"2265","owner":"1","owners":[6],"pid":{"revision_id":0,"type":"depid","value":"2265"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00002265","sets":["631:4:630:725"]},"author_link":[],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2020-08-07","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"448","bibliographicPageEnd":"46","bibliographicPageStart":"1","bibliographic_titles":[{"bibliographic_title":"防災科学技術研究所 研究資料","bibliographic_titleLang":"ja"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"1970年代に建設された主鉄筋の2カ所に段落としを有するRC橋脚を対象とした，高さ7.5 m，直径1.8 mの実大規模のRC橋脚に対する加震実験をＥ－ディフェンスを用いて実施し，RC橋脚のせん断破壊特性を明らかにした．実験対象としたRC橋脚は1995年の兵庫県南部地震では橋梁に壊滅的な被害をもたらしたが，その破壊メカニズムについては不明な点が多くあった．本実験では，段落とし部が曲げ破壊からせん断破壊至る破壊プロセスをリアルタイム映像で捕らえることができた．\nThis paper presents a 3D shake table experiment on a 7.5 m tall 1.8 m diameter circular reinforced concrete column with termination of longitudinal bars. Based on the shake table experiment, failure progress and acceleration, displacement and strain response of flexure shear failure of full-scale RC column was recorded. Based on the results, flexure shear failure mechanism was clarified.","subitem_description_language":"ja","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24732/nied.00002282","subitem_identifier_reg_type":"JaLC"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"防災科学技術研究所","subitem_publisher_language":"ja"}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1347-748X","subitem_source_identifier_type":"EISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"右近 大造","creatorNameLang":"ja"},{"creatorName":"ウコン ヒロミチ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"右近","familyNameLang":"ja"},{"familyName":"ウコン","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"大造","givenNameLang":"ja"},{"givenName":"ヒロミチ","givenNameLang":"ja-Kana"}]},{"creatorNames":[{"creatorName":"梶原 浩一","creatorNameLang":"ja"},{"creatorName":"カジワラ コウイチ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"梶原","familyNameLang":"ja"},{"familyName":"カジワラ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"浩一","givenNameLang":"ja"},{"givenName":"コウイチ","givenNameLang":"ja-Kana"}]},{"creatorNames":[{"creatorName":"川島 一彦","creatorNameLang":"ja"},{"creatorName":"カワシマ カズヒコ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"川島","familyNameLang":"ja"},{"familyName":"カワシマ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"一彦","givenNameLang":"ja"},{"givenName":"カズヒコ","givenNameLang":"ja-Kana"}]},{"creatorNames":[{"creatorName":"佐々木 智大","creatorNameLang":"ja"},{"creatorName":"ササキ トモヒロ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"佐々木","familyNameLang":"ja"},{"familyName":"ササキ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"智大","givenNameLang":"ja"},{"givenName":"トモヒロ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"9000237767340","nameIdentifierScheme":"CiNii"}]},{"creatorNames":[{"creatorName":"運上 茂樹","creatorNameLang":"ja"},{"creatorName":"ウンジョウ シゲキ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"運上","familyNameLang":"ja"},{"familyName":"ウンジョウ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"茂樹","givenNameLang":"ja"},{"givenName":"シゲキ","givenNameLang":"ja-Kana"}]},{"creatorNames":[{"creatorName":"堺 淳一","creatorNameLang":"ja"},{"creatorName":"サカイ ジュンイチ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"堺","familyNameLang":"ja"},{"familyName":"サカイ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"淳一","givenNameLang":"ja"},{"givenName":"ジュンイチ","givenNameLang":"ja-Kana"}]},{"creatorNames":[{"creatorName":"高橋 良和","creatorNameLang":"ja"},{"creatorName":"タカハシ ヨシカズ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"高橋","familyNameLang":"ja"},{"familyName":"タカハシ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"良和","givenNameLang":"ja"},{"givenName":"ヨシカズ","givenNameLang":"ja-Kana"}]},{"creatorNames":[{"creatorName":"幸左 賢二","creatorNameLang":"ja"},{"creatorName":"コウサ ケンジ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"幸左","familyNameLang":"ja"},{"familyName":"コウサ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"賢二","givenNameLang":"ja"},{"givenName":"ケンジ","givenNameLang":"ja-Kana"}]},{"creatorNames":[{"creatorName":"矢部 正明","creatorNameLang":"ja"},{"creatorName":"ヤベ マサアキ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"矢部","familyNameLang":"ja"},{"familyName":"ヤベ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"正明","givenNameLang":"ja"},{"givenName":"マサアキ","givenNameLang":"ja-Kana"}]},{"creatorNames":[{"creatorName":"松崎 裕","creatorNameLang":"ja"},{"creatorName":"マツザキ ヒロシ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"松崎","familyNameLang":"ja"},{"familyName":"マツザキ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"裕","givenNameLang":"ja"},{"givenName":"ヒロシ","givenNameLang":"ja-Kana"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_access","filename":"2282_22_1.pdf","format":"application/pdf","mimetype":"application/pdf","url":{"label":"n448.pdf","url":"https://nied-repo.bosai.go.jp/record/2265/files/2282_22_1.pdf"},"version_id":"7388b183-6882-42a9-bbe2-e51c93a82590"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"橋梁,耐震設計,E-Defense,鉄筋コンクリート橋脚,震動台実験,せん断破壊,主鉄筋段落とし","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"Bridge,Seismic design,E-Defense,Reinforced concrete pier,Shake table experiment,Shear failure,Cut-off","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"E-Defenseを用いた実大RC橋脚（C1-2橋脚）震動破壊実験研究報告書 －主鉄筋段落としを有するRC橋脚の耐震性に関する震動台実験－","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"E-Defenseを用いた実大RC橋脚（C1-2橋脚）震動破壊実験研究報告書 －主鉄筋段落としを有するRC橋脚の耐震性に関する震動台実験－","subitem_title_language":"ja"},{"subitem_title":"Large-scale Shake Table Experiment on a Component Model （C1-2 model） Using E-Defense – Experiment on a RC Column Built in 1970s which Fails in Shear –","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"6","path":["725"],"publish_date":"2020-08-14","publish_status":"0","recid":"2265","relation_version_is_last":true,"title":["E-Defenseを用いた実大RC橋脚（C1-2橋脚）震動破壊実験研究報告書 －主鉄筋段落としを有するRC橋脚の耐震性に関する震動台実験－"],"weko_creator_id":"6","weko_shared_id":-1},"updated":"2024-11-28T05:55:54.074442+00:00"}