{"created":"2023-07-25T10:28:24.492745+00:00","id":1178,"links":{},"metadata":{"_buckets":{"deposit":"7876d6c5-7499-4aed-9028-dc2f670b569d"},"_deposit":{"created_by":2,"id":"1178","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"1178"},"status":"published"},"_oai":{"id":"oai:it-hiroshima.repo.nii.ac.jp:00001178","sets":["1:18","1:18:394"]},"author_link":["5613","5614"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2023-02-05","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"106","bibliographicPageStart":"97","bibliographicVolumeNumber":"57","bibliographic_titles":[{"bibliographic_title":"広島工業大学紀要. 研究編"}]}]},"item_10002_description_19":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Rotation of exposed column-base was important for seismic performance discussed in steel structure, and it value obtained from structural performance of 1st layer member, and story drift angle of 1st layer. Moreover, rotation of exposed column-base was affected by column axial force. Therefore, If each column position, column axial force differ, rotation of exposed column-base also differ.\n　In this paper, derive relation of rotation of exposed column-base and story drift angle. The following conclusions were drawn.\n1. Explicit function & correlation curve of shown relation of rotation of exposed column-base and story drift angle.\n2.Simplified formula shown for maximum rotation of column-base lower than story drift angle.","subitem_description_type":"Abstract"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"広島工業大学"}]},"item_10002_source_id_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA11599110","subitem_source_identifier_type":"NCID"}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1346-9975","subitem_source_identifier_type":"ISSN"}]},"item_10002_version_type_20":{"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":"山西, 央朗"},{"creatorName":"ヤマニシ, テルアキ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"5613","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Teruaki, YAMANISHI","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"5614","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2023-04-06"}],"displaytype":"detail","filename":"research57_097-106.pdf","filesize":[{"value":"2.7 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"research57_097-106.pdf","url":"https://it-hiroshima.repo.nii.ac.jp/record/1178/files/research57_097-106.pdf"},"version_id":"d437806a-31bd-40e9-90df-d0b78a5ffe72"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"exposed column-base, plastic rotation, story drift angle, evaluation value","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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"露出柱脚付低層鋼構造物の地震時応答性状と柱脚挙動について\\nその 5 _柱脚の塑性回転量について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"露出柱脚付低層鋼構造物の地震時応答性状と柱脚挙動について\\nその 5 _柱脚の塑性回転量について"},{"subitem_title":"A SEISMICRESPONSE OF FRAME & COLUMN-BASE\\nFOR LOW-RISE STEEL STRUCTURE WITH EXPOSED COLUMN-BASE\\npart 5 _ Plastic rotation of column-base","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["18","394"],"pubdate":{"attribute_name":"公開日","attribute_value":"2023-04-06"},"publish_date":"2023-04-06","publish_status":"0","recid":"1178","relation_version_is_last":true,"title":["露出柱脚付低層鋼構造物の地震時応答性状と柱脚挙動について\\nその 5 _柱脚の塑性回転量について"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-07-25T10:31:59.008234+00:00"}