{"created":"2023-06-19T10:27:49.299700+00:00","id":6940,"links":{},"metadata":{"_buckets":{"deposit":"5840b263-fcd3-49ae-8f7b-0771ec31267d"},"_deposit":{"created_by":18,"id":"6940","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6940"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006940","sets":["46"]},"author_link":["483","32801","55397","24840"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-06","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"822","bibliographicPageStart":"817","bibliographicVolumeNumber":"31","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":"本研究では,ロックシェッド等の道路防災構造物の性能照査型耐衝撃設計法を確立するための基礎資料を得ることを目的に,大型RC梁を対象として,入力エネルギーが同一で重錘質量が異なる場合の耐衝撃挙動に及ぼす重錘質量の影響について,重錘落下衝撃実験および数値解析的検討を行った。検討の結果,重錘重量を考慮した状態での衝撃応答解析によって実験結果の最大変位および残留変位を精度よくシミュレート可能であることや,入力エネルギーが同一の場合には過去の研究成果と同様に重錘質量の増加とともに残留変位が対数関数的に大きくなることが実験結果からも明らかとなった。","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":"120004470003","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 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