{"created":"2023-07-25T10:28:03.006859+00:00","id":795,"links":{},"metadata":{"_buckets":{"deposit":"19902bb1-64b1-4025-993a-89af45084493"},"_deposit":{"created_by":2,"id":"795","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"795"},"status":"published"},"_oai":{"id":"oai:it-hiroshima.repo.nii.ac.jp:00000795","sets":["1:18:378"]},"author_link":["3690","3689","3688","3691"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-02","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"277","bibliographicPageStart":"271","bibliographicVolumeNumber":"43","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":"The simple one-story and two-story steel pure-frame specimens were tested under the earthquake excitation increasing the maximum acceleration level, using the shaking table. The test structures consist of two columns with rigid roof and rigid floor. This research aims to investigate how the characteristic of the input earthquake wave charges the elast-plastic behavior of the frame specimen, compared with the results of the experiment and dynamic earthquake response analysis. Two types of analytical model of restoring force characteristics are employed, which are bi-linear and tri-linear models, to compare the maximum load-carrying capacity and the maximum storydisplacement of the test model. It is found that the maximum acceleration level, in which the story-displacement response of the frame get into plastic range, is influenced by the periodical property of the input earthquake wave.","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":"13469975","subitem_source_identifier_type":"ISSN"}]},"item_10002_subject_21":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"524.91","subitem_subject_scheme":"NDC"}]},"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":"木曽, 翔太"},{"creatorName":"キソ, ショウタ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"3688","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"岩井, 哲"},{"creatorName":"イワイ, サトシ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"3689","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Kiso, Shota","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"3690","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Iwai, Satoshi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"3691","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":"kiyo43271.pdf","filesize":[{"value":"4.3 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"kiyo43271.pdf","url":"https://it-hiroshima.repo.nii.ac.jp/record/795/files/kiyo43271.pdf"},"version_id":"3da139bd-b59c-4208-92ed-a7a556d91429"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"steel pure frame","subitem_subject_scheme":"Other"},{"subitem_subject":"shaking table","subitem_subject_scheme":"Other"},{"subitem_subject":"earthquake wave pattern","subitem_subject_scheme":"Other"},{"subitem_subject":"elasto-plastic response analysis","subitem_subject_scheme":"Other"},{"subitem_subject":"restoring-force characteristics","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":"振動台加振実験による鋼構造2 層純骨組の弾塑性地震応答の推定","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"振動台加振実験による鋼構造2 層純骨組の弾塑性地震応答の推定"},{"subitem_title":"Estimation of Elastic-Plastic Earthquake Response of Two-Story Steel Pure Frames under Shaking Table Tests","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["378"],"pubdate":{"attribute_name":"公開日","attribute_value":"2023-03-30"},"publish_date":"2023-03-30","publish_status":"0","recid":"795","relation_version_is_last":true,"title":["振動台加振実験による鋼構造2 層純骨組の弾塑性地震応答の推定"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-07-25T10:39:47.518144+00:00"}