{"created":"2023-07-25T10:28:17.302109+00:00","id":1056,"links":{},"metadata":{"_buckets":{"deposit":"431d64e9-dfd1-4250-af13-074642ed58d1"},"_deposit":{"created_by":2,"id":"1056","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"1056"},"status":"published"},"_oai":{"id":"oai:it-hiroshima.repo.nii.ac.jp:00001056","sets":["1:18:387"]},"author_link":["5094","5095"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2018-02","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"141","bibliographicPageStart":"133","bibliographicVolumeNumber":"52","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":"Exposed column bases employed in middle-rise steel structures can be designed and analyzed using simplified models of restoring force characteristics. The models are described with maximum bending strength and elastic rotational stiffness of the exposed column base, but without additional bending resistant capability of column axial force. This paper describes response analyses of structures with column bases of full and simplified models and the following conclusions are obtained.|The response results of the simplified models are in good agreements with those of the full models. The worst results are overestimated by 30%. Thus, simplified models can be used for rational design of steel structures.","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_rights_15":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"publisher"}]},"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":"13469975","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":"5094","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Yamanishi, Teruaki","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"5095","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":"2023-03-30"}],"displaytype":"detail","filename":"research52_133-141.pdf","filesize":[{"value":"2.7 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"research52_133-141.pdf","url":"https://it-hiroshima.repo.nii.ac.jp/record/1056/files/research52_133-141.pdf"},"version_id":"f2bbc300-0bb4-468d-ad94-ecc7e668fb8d"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"exposed column-base","subitem_subject_scheme":"Other"},{"subitem_subject":"rotational spring","subitem_subject_scheme":"Other"},{"subitem_subject":"rotational stiffness","subitem_subject_scheme":"Other"},{"subitem_subject":"time history analysis","subitem_subject_scheme":"Other"},{"subitem_subject":"frame response","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 ――その3　回転バネを設置した場合――","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 ――その3　回転バネを設置した場合――"},{"subitem_title":"A SEISMICRESPONSE OF FRAME & COLUMN-BASE  FOR LOW-RISE STEEL STRUCTURE WITH EXPOSED COLUMN-BASE —— part 3 Steel structure with rotational springs ——","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["387"],"pubdate":{"attribute_name":"公開日","attribute_value":"2023-03-30"},"publish_date":"2023-03-30","publish_status":"0","recid":"1056","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 ――その3　回転バネを設置した場合――"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-07-25T10:34:32.280521+00:00"}