{"created":"2021-03-01T05:58:52.640365+00:00","id":6442,"links":{},"metadata":{"_buckets":{"deposit":"4fa41938-9ca9-47ad-af16-7a52b1e7bd96"},"_deposit":{"id":"6442","owners":[],"pid":{"revision_id":0,"type":"depid","value":"6442"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00006442","sets":["7:15:30"]},"item_2_alternative_title_18":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Hydrodynamic Pressure Analysis in Reservoir by Finite Element Method"}]},"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1977-11","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"110","bibliographicPageStart":"105","bibliographicVolumeNumber":"9","bibliographic_titles":[{"bibliographic_title":"北見工業大学研究報告"}]}]},"item_2_description_14":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"A few formulas suggested for the hydrodynamic pressure that acts upon a dam under transient excitation do not consider the influence of the length (L) of reservoir, shown in Fig. 1. And their expressions are effective on condition that the dam has constant and horizontal acceleration. In this paper, we develop a numerical analysis of the wave equation by finite element method and compare it with Hatano’s solution. Moreover, the influence of the length (L) is discussed.","subitem_description_type":"Abstract"}]},"item_2_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"32601","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Kimiteru, SADO"}]},{"nameIdentifiers":[{"nameIdentifier":"32602","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Takashi, NAKAO"}]}]},"item_2_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"北見工業大学"}]},"item_2_select_15":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"佐渡, 公明"}],"nameIdentifiers":[{"nameIdentifier":"32599","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"中尾, 隆志"}],"nameIdentifiers":[{"nameIdentifier":"44842","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"1000060101523 ","nameIdentifierScheme":"NRID","nameIdentifierURI":"http://rns.nii.ac.jp/d/nr/1000060101523 "}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-11-22"}],"displaytype":"detail","filename":"9-1-13.pdf","filesize":[{"value":"2.1 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"9-1-13.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/6442/files/9-1-13.pdf"},"version_id":"49327ef4-e6e8-4e20-ace7-c4493b422829"}]},"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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"有限要素法による貯水池の勤水圧解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"有限要素法による貯水池の勤水圧解析"}]},"item_type_id":"2","owner":"1","path":["30"],"pubdate":{"attribute_name":"公開日","attribute_value":"2007-04-09"},"publish_date":"2007-04-09","publish_status":"0","recid":"6442","relation_version_is_last":true,"title":["有限要素法による貯水池の勤水圧解析"],"weko_creator_id":"1","weko_shared_id":3},"updated":"2022-12-13T02:21:53.636624+00:00"}