{"created":"2023-06-19T10:29:59.607642+00:00","id":10108,"links":{},"metadata":{"_buckets":{"deposit":"f5278130-1f91-4a98-a7aa-f755b82678b7"},"_deposit":{"created_by":18,"id":"10108","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"10108"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00010108","sets":["216:275","46"]},"author_link":["9434","55416","56906","483","33740"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2014","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"982","bibliographicPageStart":"973","bibliographicVolumeNumber":"60A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集. A","bibliographic_titleLang":"ja"},{"bibliographic_title":"Journal of structural engineering. A","bibliographic_titleLang":"en"}]}]},"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":"In this study, in order to investigate an applicability of the three-layered absorbing system (TLAS) with soil cement to rockfall protection walls, large-scale falling-weight impact test were carried out using 5 and/or 10 ton weight. Also conducting dynamic response analysis of the full-scale rockfall protection wall with the TLAS inputting time history of the transmitted impact force obtained from the test results, the damage level and stability of the wall were verified. The following results obtained from this study were as follows: 1) TLAS proposed here can effectively absorb the impact force with an impact energy of E = 1,200 kJ ; and 2) rockfall protection walls with TLAS proposed here can be applicable for falling rocks with the impact energy of E = 1,200 kJ.\n\\n","subitem_description_language":"en","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":"10.11532/structcivil.60A.973","subitem_link_url":"https://doi.org/10.11532/structcivil.60A.973"}]},"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":"小室 雅人(KOMURO 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2014 土木学会","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1881-6614","subitem_source_identifier_type":"ISSN"}]},"item_79_source_id_14":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12210243","subitem_source_identifier_type":"NCID"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"511","subitem_subject_scheme":"NDC"}]},"item_79_version_type_21":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open 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MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE_60A_973_982","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/10108/files/JSE_60A_973_982.pdf"},"version_id":"55c39ead-1e4a-43f8-9bb6-27c0eb684ce1"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"落石防護擁壁","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"三層緩衝構造","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"実規模衝撃実験","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"弾塑性衝撃応答解析","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"rockfall protection walls","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"three layered absorbing system","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"full scale dynamic test","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"elasto-plastic impact analysis","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"ソイルセメントを用いた緩衝システムの模型実験および実規模擁壁に関する衝撃応答解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"ソイルセメントを用いた緩衝システムの模型実験および実規模擁壁に関する衝撃応答解析","subitem_title_language":"ja"},{"subitem_title":"Falling-weight impact test of absorbing system models with soil cement and impact response analysis for full-scale rockfall protection walls","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46","275"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2019-11-21"},"publish_date":"2019-11-21","publish_status":"0","recid":"10108","relation_version_is_last":true,"title":["ソイルセメントを用いた緩衝システムの模型実験および実規模擁壁に関する衝撃応答解析"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-12-19T05:54:26.698966+00:00"}