{"created":"2023-05-15T11:58:52.751125+00:00","id":5072,"links":{},"metadata":{"_buckets":{"deposit":"b6f6aa71-641a-410d-a555-8ca9f110aebc"},"_deposit":{"created_by":3,"id":"5072","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"5072"},"status":"published"},"_oai":{"id":"oai:kyutech.repo.nii.ac.jp:00005072","sets":["8:24"]},"author_link":["20394","20391","245","20395","20392","20393"],"item_21_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-08-01","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"163","bibliographicPageStart":"154","bibliographicVolumeNumber":"55A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集 Ａ"}]}]},"item_21_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The formula given in Design Specifications for Highway Bridges for the load-carrying capacity of a steel compressive flange is very conservative compared with the formula proposed by Fukumoto et al. However, while the derivation of the formula in Design Specifications is not very clear, the formula by Fukumoto et al. is based on the experimental data of cruciform members and its applicability to the load-carrying capacity of a steel compressive flange is not very clear. In the present study, the load-carrying capacity of a steel compressive flange is investigated by non-linear finite element analysis. It is revealed that although the formula by Fukumoto et al. is not applicable to a steel compressive flange in general, it can yield a reasonable load-carrying capacity of a practical steel compressive flange. Since the design equation for the load-carrying capacity should have some margin before the sharp drop of strength, it is also shown and discussed how much margin can be obtained by setting the design load-carrying capacity lower than the actual ultimate strength.","subitem_description_type":"Abstract"}]},"item_21_description_60":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"Journal Article","subitem_description_type":"Other"}]},"item_21_publisher_7":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"公益社団法人土木学会"}]},"item_21_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"info:doi/10.11532/structcivil.55A.154","subitem_relation_type_select":"DOI"}}]},"item_21_relation_66":{"attribute_name":"論文ID（NAID）","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"130004950436","subitem_relation_type_select":"NAID"}}]},"item_21_rights_13":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"公益社団法人土木学会"}]},"item_21_select_59":{"attribute_name":"査読の有無","attribute_value_mlt":[{"subitem_select_item":"yes"}]},"item_21_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1881-820X  ","subitem_source_identifier_type":"ISSN"}]},"item_21_text_36":{"attribute_name":"著者所属","attribute_value_mlt":[{"subitem_text_value":"九州工業大学大学院　工学研究院"},{"subitem_text_value":"九州工業大学大学院　工学研究科建設社会工学専攻"},{"subitem_text_value":"(独)土木研究所構造物メンテナンス研究センター"},{"subitem_text_value":"大日本コンサルタント本社"},{"subitem_text_value":"東京工業大学大学院　理工学研究科"},{"subitem_text_value":"(独)土木研究所構造物メンテナンス研究センター"}]},"item_21_text_63":{"attribute_name":"連携ID","attribute_value_mlt":[{"subitem_text_value":"900"}]},"item_21_version_type_58":{"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":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"Yamaguchi, Eiki","creatorNameLang":"en"},{"creatorName":"山口, 栄輝","creatorNameLang":"ja"},{"creatorName":"ヤマグチ, エイキ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{},{},{}]},{"creatorNames":[{"creatorName":"定宗,  幸雄"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"村越,  潤"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"清水,  英樹"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"小野,  潔"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"梁取,  直樹"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-08-04"}],"displaytype":"detail","filename":"jse_55a_154_163.pdf","filesize":[{"value":"545.5 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"jse_55a_154_163.pdf","url":"https://kyutech.repo.nii.ac.jp/record/5072/files/jse_55a_154_163.pdf"},"version_id":"6de06120-030d-4569-8b39-8ffe90e3702e"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"鋼Ｉ形断面梁","subitem_subject_scheme":"Other"},{"subitem_subject":"圧縮フランジ","subitem_subject_scheme":"Other"},{"subitem_subject":"局部座屈","subitem_subject_scheme":"Other"},{"subitem_subject":"耐荷力","subitem_subject_scheme":"Other"},{"subitem_subject":"３次元有限要素解析","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"鋼I形断面梁圧縮フランジの耐荷力に関する考察","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"鋼I形断面梁圧縮フランジの耐荷力に関する考察"}]},"item_type_id":"21","owner":"3","path":["24"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-08-04"},"publish_date":"2017-08-04","publish_status":"0","recid":"5072","relation_version_is_last":true,"title":["鋼I形断面梁圧縮フランジの耐荷力に関する考察"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-10-25T06:07:02.883484+00:00"}