{"created":"2023-05-15T12:36:12.139449+00:00","id":5428,"links":{},"metadata":{"_buckets":{"deposit":"fc7eb527-7f6a-4c2f-8fb1-4abe251c9d92"},"_deposit":{"created_by":3,"id":"5428","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"5428"},"status":"published"},"_oai":{"id":"oai:nitech.repo.nii.ac.jp:00005428","sets":["31"]},"author_link":["18964","8697","10795"],"item_10001_alternative_title_24":{"attribute_name":"その他（別言語等）のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"2ホウコウ　ジシンドウ　オ　ウケル　エンケイ　ダンメン　コウセイ　キョウキャク　ノ　ゲンカイチ　ト　ドウテキ　タイシン　ショウサホウ　ニカンスル　コウサツ"},{"subitem_alternative_title":"Ultimate state and design of thin-walled circular steel columns under bi-directional seismic excitations"}]},"item_10001_biblio_info_28":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"642","bibliographicPageStart":"629","bibliographicVolumeNumber":"55A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集　A"}]}]},"item_10001_description_36":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"An investigation is made on how the coupling of bi-directional horizontal seismic excitations affects the ultimate behavior of thin-walled circular steel columns used as bridge piers. First, an instability criterion is derived to identify the ultimate limit state of columns under bi-directional horizontal loads. Then, an ultimate interaction curve expressed in terms of two horizontal restoring force components is derived based on the so-called pushover analysis. The accuracy of the proposed ultimate interaction curves is confirmed by carrying out an extensive materially and geometrically nonlinear dynamic analysis under various bi-directional seismic excitations. Finally, in view of the application to practical design, the derivation method of some partial safety factors is also discussed.","subitem_description_type":"Other"}]},"item_10001_description_38":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_10001_full_name_27":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{}],"names":[{"name":"Goto, Yoshiaki"}]},{"nameIdentifiers":[{},{}],"names":[{"name":"Ebisawa, Takemasa"}]}]},"item_10001_publisher_29":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"社団法人　土木学会"}]},"item_10001_source_id_30":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"09108009","subitem_source_identifier_type":"ISSN"}]},"item_10001_source_id_32":{"attribute_name":"書誌レコードID（NCID）","attribute_value_mlt":[{"subitem_source_identifier":"AN10122872","subitem_source_identifier_type":"NCID"}]},"item_10001_version_type_33":{"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":"後藤, 芳顯"},{"creatorName":"ゴトウ, ヨシアキ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"村木, 正幸"},{"creatorName":"&EMPTY&","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"海老澤, 健正"},{"creatorName":"エビサワ, タケマサ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-01-25"}],"displaytype":"detail","filename":"JSCE_SE_55A_629.pdf","filesize":[{"value":"867.3 kB"}],"format":"application/pdf","license_note":"Copyright (c) 2009 社団法人 土木学会","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文_fulltext","url":"https://nitech.repo.nii.ac.jp/record/5428/files/JSCE_SE_55A_629.pdf"},"version_id":"f62124ab-de39-4d6e-adc4-3c6fac0c0488"}]},"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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"２方向地震動を受ける円形断面鋼製橋脚の限界値と動的耐震照査法に関する考察","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"２方向地震動を受ける円形断面鋼製橋脚の限界値と動的耐震照査法に関する考察"}]},"item_type_id":"10001","owner":"3","path":["31"],"pubdate":{"attribute_name":"公開日","attribute_value":"2012-11-07"},"publish_date":"2012-11-07","publish_status":"0","recid":"5428","relation_version_is_last":true,"title":["２方向地震動を受ける円形断面鋼製橋脚の限界値と動的耐震照査法に関する考察"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2023-05-15T13:51:35.227833+00:00"}