{"created":"2025-06-18T00:29:45.994519+00:00","id":2000355,"links":{},"metadata":{"_buckets":{"deposit":"755f15a8-281a-4be2-919d-63d295c94445"},"_deposit":{"created_by":20,"id":"2000355","owner":"20","owners":[20],"pid":{"revision_id":0,"type":"depid","value":"2000355"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:02000355","sets":["216:1695345764028","216:275","216:490","46"]},"author_link":["57827","9434","483"],"item_79_biblio_info_10":{"attribute_name":"bibliographic_information","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicNumberOfPages":"6","bibliographicPageEnd":"900","bibliographicPageStart":"895","bibliographicVolumeNumber":"46","bibliographic_titles":[{"bibliographic_title":"コンクリート工学年次論文集","bibliographic_titleLang":"ja"}]}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"本研究では，静的耐力を変化させたAFRP シート下面接着曲げ補強RC 梁に関する耐衝撃挙動およびその破壊形式の検討を目的として，断面寸法と配筋およびシート補強の有無を変化させた4 種類のRC 梁を対象に重錘落下衝撃荷重載荷実験を実施した。ここでは，目付量が小さく静的に曲げ圧壊型で終局に至る場合に着目し検討を行った。その結果，梁高が大きく静的耐力が既往の研究の2 倍程度のFRP 補強RC 梁に関しても，既往の研究と同様に静的な破壊形式が曲げ圧壊型の場合には，衝撃荷重載荷時においてシート破断によって終局に至ることなどが明らかとなった。","subitem_description_language":"ja","subitem_description_type":"Abstract"}]},"item_79_link_17":{"attribute_name":"item_79_link_17","attribute_value_mlt":[{"subitem_link_language":"en","subitem_link_url":"https://data.jci-net.or.jp/data_html/46/046-01-2150.html"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本コンクリート工学会","subitem_publisher_language":"ja"}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"©日本コンクリート工学会","subitem_rights_language":"ja"}]},"item_79_version_type_21":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_ab4af688f83e57aa","subitem_version_type":"AM"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open 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