{"_buckets": {"deposit": "90bd2733-3737-458d-8caf-fd00de10ab7b"}, "_deposit": {"id": "6881", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "6881"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00006881", "sets": ["322"]}, "author_link": ["18243", "18244", "18245", "18246", "18247", "18248", "18249"], "item_10_alternative_title_19": {"attribute_name": "その他のタイトル", "attribute_value_mlt": [{"subitem_alternative_title": "Unified earthquake resistence verification procedure for partially concrete-filled steel piers with thin-and thick-walled sections", "subitem_alternative_title_language": "en"}]}, "item_10_biblio_info_6": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2001-03", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "792", "bibliographicPageStart": "783", "bibliographicVolumeNumber": "47A", "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": "An ultimate earthquake resistance method, which generally offers satisfactory predictions to experimental results of partially concrete-filled steel piers, is available. For some specimens with relatively thick-walled sections, however, rather conservative predictions are obtained. This study is aimed at offering an unified earthquake resistance verification method for partially concrete-filled steel piers with thin-and thick-walled sections. For this purpose, the failure criterion is modified by adding a verification on steel section part of the composite section and using failure strain obtained from the analysis of member segments instead of that from isolated plate elements. Moreover, a stress-strain relation ignoring the compressive strength after reaching the failure strain is employed for the filled-in concrete. The newly proposed method is verified by comparison with available experimental and analytical data, and the results showed that this method gives a better prediction than the previous method. Finally, a parametric study to examine a difference in the prediction by present and previous method is carried out.", "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/2237/8548"}]}, "item_10_publisher_32": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "土木学会", "subitem_publisher_language": "ja"}]}, "item_10_rights_12": {"attribute_name": "権利", "attribute_value_mlt": [{"subitem_rights": "土木学会 （許諾　土学編集　第07010号）", "subitem_rights_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": "application/pdf"}]}, "item_1615787544753": {"attribute_name": "出版タイプ", "attribute_value_mlt": [{"subitem_version_resource": "http://purl.org/coar/version/c_970fb48d4fbd8a85", "subitem_version_type": "VoR"}]}, "item_access_right": {"attribute_name": "アクセス権", "attribute_value_mlt": [{"subitem_access_right": "open access", "subitem_access_right_uri": "http://purl.org/coar/access_right/c_abf2"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "葛, 漢彬", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18243", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Ge, Hanbin", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18244", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "浅田, 秀史", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18245", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Asada, Hideshi", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18246", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Susantha, K.A.S.", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18247", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "宇佐美, 勉", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18248", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Usami, Tsutomu", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18249", "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": "2018-02-19"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "Structural_Eng_47AII-783.pdf", "filesize": [{"value": "1.3 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 1300000.0, "url": {"label": "Structural_Eng_47AII-783.pdf", "objectType": "fulltext", "url": "https://nagoya.repo.nii.ac.jp/record/6881/files/Structural_Eng_47AII-783.pdf"}, "version_id": "e9d8a762-ac1e-43d6-83d2-aa2d5720dd9f"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "Partially concrete-filled steel piers", "subitem_subject_scheme": "Other"}, {"subitem_subject": "コンクリート部分充填鋼製橋脚", "subitem_subject_scheme": "Other"}, {"subitem_subject": "thin-and thick-walled sections", "subitem_subject_scheme": "Other"}, {"subitem_subject": "薄肉及び厚肉断面", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Strength", "subitem_subject_scheme": "Other"}, {"subitem_subject": "強度", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Ductility", "subitem_subject_scheme": "Other"}, {"subitem_subject": "ダクティリティー", "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": "薄肉及び厚肉断面を有するコンクリート部分充填鋼製橋脚の統一的耐震照査法", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "薄肉及び厚肉断面を有するコンクリート部分充填鋼製橋脚の統一的耐震照査法", "subitem_title_language": "ja"}]}, "item_type_id": "10", "owner": "1", "path": ["322"], "permalink_uri": "http://hdl.handle.net/2237/8548", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2007-07-18"}, "publish_date": "2007-07-18", "publish_status": "0", "recid": "6881", "relation": {}, "relation_version_is_last": true, "title": ["薄肉及び厚肉断面を有するコンクリート部分充填鋼製橋脚の統一的耐震照査法"], "weko_shared_id": -1}