{"created":"2023-06-19T10:26:51.183143+00:00","id":5572,"links":{},"metadata":{"_buckets":{"deposit":"757c30b0-7907-41b2-8f37-83eb9557fb65"},"_deposit":{"created_by":18,"id":"5572","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"5572"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00005572","sets":["216:218","46"]},"author_link":["8780","51017","483","480"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1994-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"483","bibliographicPageEnd":"106","bibliographicPageStart":"97","bibliographic_titles":[{"bibliographic_title":"土木学会論文集","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":"本研究は簡便で合理的なRC覆工の衝撃応答解析手法を確立することを目的として，有限帯板法と二次元骨組解析法による解析結果と実証実験結果を比較することにより，各解析手法の適用性について検討を行った．比較検討には，供用開始前の実覆工を用いた，重錘重量3tf，最大重錘落下高さ20mで敷砂単層と三層緩衝構造の2種類の緩衝材に対する実験結果が用いられている.検討結果，RC覆工の主応答部の挙動解析には有限帯板法が十分適用可能であることが明らかになった.","subitem_description_language":"ja","subitem_description_type":"Abstract"}]},"item_79_link_17":{"attribute_name":"出版者版へのリンク","attribute_value_mlt":[{"subitem_link_text":"10.2208/jscej.1994.483_97","subitem_link_url":"https://doi.org/10.2208/jscej.1994.483_97"}]},"item_79_link_5":{"attribute_name":"室蘭工業大学研究者データベースへのリンク","attribute_value_mlt":[{"subitem_link_text":"菅田 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