{"created":"2023-06-19T10:27:06.301022+00:00","id":5935,"links":{},"metadata":{"_buckets":{"deposit":"34a68e17-a895-48da-8b39-e8701078f5b1"},"_deposit":{"created_by":18,"id":"5935","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"5935"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00005935","sets":["46"]},"author_link":["45438","55397","483","45431"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2001-06","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"3","bibliographicPageEnd":"1362","bibliographicPageStart":"1357","bibliographicVolumeNumber":"23","bibliographic_titles":[{"bibliographic_title":"コンクリート工学年次論文集","bibliographic_titleLang":"ja"}]}]},"item_79_description_23":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"無筋コンクリート製(C製)の落石防護擁壁が耐衝撃性能に乏いことに着目し、鉄鉱コンクリート(RC)化する場合の耐衝撃牲に関する実規模重錘衝突実験および数値解析をC製と比較する形で実施した。検討結果、1)0.2％の鉄筋量で補強することにより、耐衝撃性を重錘衝突エネルギー換算で2倍以上に向上できること。2)落石防護擁壁の耐衝撃性評価は、提案の数値解析法を用いることにより十分可能であること。等が明らかとなった。","subitem_description_language":"ja","subitem_description_type":"Abstract"}]},"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_relation_15":{"attribute_name":"論文ID（NAID）","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"110009693643","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 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