{"created":"2023-05-15T08:55:23.132931+00:00","id":93,"links":{},"metadata":{"_buckets":{"deposit":"2899b559-3aa5-4973-a977-b5cadfa58de9"},"_deposit":{"created_by":4,"id":"93","owners":[4],"pid":{"revision_id":0,"type":"depid","value":"93"},"status":"published"},"_oai":{"id":"oai:niit.repo.nii.ac.jp:00000093","sets":["6:7:14"]},"author_link":["359","358"],"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2002-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"54","bibliographicPageStart":"47","bibliographicVolumeNumber":"7","bibliographic_titles":[{"bibliographic_title":"新潟工科大学研究紀要"}]}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"It is only 1 ridge of the house which mark is 1.0on a high foundation part that tried to determine this time and besides are 0.43～0.77 which became a little bit dangerous or the result with the danger of serious damege. Accordingly, passing expectatior it understood this high foundation part have problems very much. It is conceivable as necessity that the performance of the house on a high foundation part is gone improving so that the comprehensive evalution of 1.0 over is obtained at least in the light of this result from now on.","subitem_description_type":"Abstract"}]},"item_2_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"新潟工科大学"}]},"item_2_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1342-792X","subitem_source_identifier_type":"ISSN"}]},"item_2_source_id_9":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10590360","subitem_source_identifier_type":"NCID"}]},"item_2_version_type_15":{"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_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"深澤, 大輔"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-02-25"}],"displaytype":"detail","filename":"niit_91_7_47-54.pdf","filesize":[{"value":"815.0 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"niit_91_7_47-54.pdf","url":"https://niit.repo.nii.ac.jp/record/93/files/niit_91_7_47-54.pdf"},"version_id":"33f82d97-8e21-44ce-86d8-7d8d2195edb1"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"snowy country building"},{"subitem_subject":"high foundation style"},{"subitem_subject":"earthquake resistance"},{"subitem_subject":"actual condition"}]},"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":"高床式の雪国建物の耐震性に関する実態調査","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"高床式の雪国建物の耐震性に関する実態調査","subitem_title_language":"ja"},{"subitem_title":"Actual Condition Survey Regarding the Earthquake Resistance on a High Foundation Style Snowy Country Building","subitem_title_language":"en"}]},"item_type_id":"2","owner":"4","path":["14"],"pubdate":{"attribute_name":"公開日","attribute_value":"2011-02-28"},"publish_date":"2011-02-28","publish_status":"0","recid":"93","relation_version_is_last":true,"title":["高床式の雪国建物の耐震性に関する実態調査"],"weko_creator_id":"4","weko_shared_id":-1},"updated":"2023-06-20T05:09:39.350072+00:00"}