{"created":"2023-06-19T10:30:07.633493+00:00","id":10305,"links":{},"metadata":{"_buckets":{"deposit":"01c04cd7-4180-470b-8098-b77dc9514f97"},"_deposit":{"created_by":18,"id":"10305","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"10305"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00010305","sets":["216:275","46"]},"author_link":["55397","57936","55404","9434"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2018","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"I_313","bibliographicPageStart":"I_303","bibliographicVolumeNumber":"74","bibliographic_titles":[{"bibliographic_title":"土木学会論文集Ａ２（応用力学）","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":"本論文では，従来型落石防護柵模型の耐衝撃挙動や保有性能を適切に評価可能な数値解析手法を確立することを目的に，柵の金網を梁要素，ワイヤロープを固体要素を用いて詳細にモデル化した三次元弾塑性衝撃応答解析手法を提案し，重錘質量や載荷点位置を種々変化させた重錘落下衝撃荷重載荷実験結果と比較する形でその妥当性に関する検討を行った．検討の結果，1) 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