{"created":"2023-06-19T10:29:45.564200+00:00","id":9763,"links":{},"metadata":{"_buckets":{"deposit":"0d4ebcb8-d4d4-4f36-93f3-a80596b68479"},"_deposit":{"created_by":18,"id":"9763","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"9763"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00009763","sets":["216:275","46"]},"author_link":["483","9434","55396","55416","44023"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2014-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1006","bibliographicPageStart":"996","bibliographicVolumeNumber":"60","bibliographic_titles":[{"bibliographic_title":"構造工学論文集. A","bibliographic_titleLang":"ja"},{"bibliographic_title":"Journal of structural engineering. 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From this study, the following results were obtained: 1) designing the rock-shed following the allowable stress design method, each thickness of the slab, wall, and columns was determined so as to be 70 cm; and 2) based on the numerical analysis results of the rock-shed in the case of an impact energy of E = 3,000 kJ, it will be predicted that the slab and upper part of the columns may locally reach the ultimate state with compressive concrete failure mode.","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.996","subitem_link_url":"https://doi.org/10.11532/structcivil.60A.996"}]},"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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design","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"3D dynamic frame 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":"重錘落下衝撃実験に供する実規模ロックシェッド模型の断面設計に関する一検討","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"重錘落下衝撃実験に供する実規模ロックシェッド模型の断面設計に関する一検討","subitem_title_language":"ja"},{"subitem_title":"A consideration on sectional design of full-scale RC rock-shed model for falling-weight impact test","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46","275"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2019-03-05"},"publish_date":"2019-03-05","publish_status":"0","recid":"9763","relation_version_is_last":true,"title":["重錘落下衝撃実験に供する実規模ロックシェッド模型の断面設計に関する一検討"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-12-15T02:19:50.349541+00:00"}