{"_buckets": {"deposit": "83c67c8f-345d-4ba4-a100-b7a11de6a3e3"}, "_deposit": {"id": "6806", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "6806"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00006806", "sets": ["322"]}, "author_link": ["17796", "17797", "17798", "17799", "17800", "17801", "17802", "17803", "17804", "17805", "17806", "17807"], "item_10_alternative_title_19": {"attribute_name": "その他のタイトル", "attribute_value_mlt": [{"subitem_alternative_title": "Proposal for check of ultimate earthquake resistance of partially concrete-filled steel bridge piers with rectangular box sections", "subitem_alternative_title_language": "en"}]}, "item_10_biblio_info_6": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2002-03", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "674", "bibliographicPageStart": "667", "bibliographicVolumeNumber": "48A", "bibliographic_titles": [{"bibliographic_title": "構造工学論文集", "bibliographic_titleLang": "ja"}]}]}, "item_10_description_4": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "In this study, cyclic tests are conducted on partially concrete-filled steel bridge piers with the rectangular box sections to examine the applicability of the failure criterion adapted in the present proposal. The criterion is concerned with the average strain over an effective failure length, which is taken as 0.7 times smaller flange width and filled-in concrete height. In the experiment, the flange-web width ratio of the section is examined from 3.0 to 0.5. Comparisons of the tested results and predictions made through the present proposal clarified a necessity of modification of the failure criterion. Based on experimental observations and analytical investigations, it is found that the present proposal can be applied for piers with rectangular sections by introducing an equivalent square section for the rectangular section.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}]}, "item_10_identifier_60": {"attribute_name": "URI", "attribute_value_mlt": [{"subitem_identifier_type": "HDL", "subitem_identifier_uri": "http://hdl.handle.net/2237/8471"}]}, "item_10_publisher_32": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "土木学会", "subitem_publisher_language": "ja"}]}, "item_10_select_15": {"attribute_name": "著者版フラグ", "attribute_value_mlt": [{"subitem_select_item": "publisher"}]}, "item_10_source_id_7": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "09108009", "subitem_source_identifier_type": "PISSN"}]}, "item_10_text_14": {"attribute_name": "フォーマット", "attribute_value_mlt": [{"subitem_text_value": 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"Morishita, Nobuaki", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "17799", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "葛, 漢彬", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "17800", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Ge, Hanbin", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "17801", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "青木, 徹彦", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "17802", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Aoki, Tetsuhiko", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "17803", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "高野, 光史", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "17804", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Takano, Koji", "creatorNameLang": "en"}], 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"https://nagoya.repo.nii.ac.jp/record/6806/files/Structural_Eng_48A-667.pdf"}, "version_id": "e8104c76-eb28-4812-b15e-cbbfd4fc86dd"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "concrete-filled steel bridge pier", "subitem_subject_scheme": "Other"}, {"subitem_subject": "コンクリート充填鋼製橋脚", "subitem_subject_scheme": "Other"}, {"subitem_subject": "ductility", "subitem_subject_scheme": "Other"}, {"subitem_subject": "長方形箱形断面", "subitem_subject_scheme": "Other"}, {"subitem_subject": "effective failure length", "subitem_subject_scheme": "Other"}, {"subitem_subject": "有効破壊長", "subitem_subject_scheme": "Other"}, {"subitem_subject": "rectangular box section", "subitem_subject_scheme": "Other"}, {"subitem_subject": "耐荷力", "subitem_subject_scheme": "Other"}, {"subitem_subject": "strength", "subitem_subject_scheme": "Other"}, {"subitem_subject": "塑性率", "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": "コンクリートを柱基部に部分充填した長方形断面鋼製橋脚の耐震照査法", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "コンクリートを柱基部に部分充填した長方形断面鋼製橋脚の耐震照査法", "subitem_title_language": "ja"}]}, "item_type_id": "10", "owner": "1", "path": ["322"], "permalink_uri": "http://hdl.handle.net/2237/8471", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2007-06-27"}, "publish_date": "2007-06-27", "publish_status": "0", "recid": "6806", "relation": {}, "relation_version_is_last": true, "title": ["コンクリートを柱基部に部分充填した長方形断面鋼製橋脚の耐震照査法"], "weko_shared_id": -1}