{"_buckets": {"deposit": "d83c7e3e-04b9-4482-926d-6240001a46f3"}, "_deposit": {"id": "6983", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "6983"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00006983", "sets": ["322"]}, "author_link": ["18722", "18723", "18724", "18725", "18726", "18727"], "item_10_alternative_title_19": {"attribute_name": "その他のタイトル", "attribute_value_mlt": [{"subitem_alternative_title": "NUMERICAL STUDY ON CYCLIC ELASTOPLASTIC BEHAVIOR OF ECCENTRICALLY LOADED STEEL BRIDGE PIERS", "subitem_alternative_title_language": "en"}]}, "item_10_biblio_info_6": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2000-07", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "Ⅰ-52", "bibliographicPageEnd": "284", "bibliographicPageStart": "271", "bibliographicVolumeNumber": "654", "bibliographic_titles": [{"bibliographic_title": "土木学会論文集", "bibliographic_titleLang": "ja"}]}]}, "item_10_description_4": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "本研究は、繰り返し弾塑性解析により上部構造重量が偏心して作用する単柱式鋼製橋脚(逆L形橋脚)の強度と変形能を評価しようとしたものである。対象断面は、補剛箱形断面とパイプ断面の2種類であり、一定の偏心鉛直荷重と面内または面外繰り返し水平荷重が作用する荷重条件で解析を行っている。構成則は、構造用鋼材の繰り返し挙動を高い精度で予測できる「修正ニ曲面モデル」を用いている。本解析の結果と過去に行われた上部構造重量が中心軸に作用する単柱式鋼製橋脚(T形橋脚)の結果との比較・検討により、T形橋脚の履歴特性と逆L形橋脚のそれとの間に一定の相関関係があることが明らかにされている。最後に、面内および面外荷重を受ける逆L形橋脚の座屈モードの特徴について考察している。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "The present paper is concerned with the strength and ductility evaluation of steel bridge piers subjected to combined the axial force applied eccentrically and in-place or out-of-plane cyclic lateral loading. In the analysis, a modified two-surface plasticity model is used to trace the inelastic cyclic characteristic of steel. Both the box-sectional and pipe-sectional piers are investigated. Analytical results show that there is a correction of hysteretic curves between the T-shaped and inverted L-shaped piers. Hence, many contributions to the T-shaped columns can be easily extended to the inverted L-shaped or eccentric columns.", "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/2237/8654"}]}, "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": "0289-7806", "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": "18722", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "GE, Hanbin", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18723", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "高, 聖彬", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18724", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "GAO, Shengbin", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18725", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "宇佐見, 勉", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18726", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "USAMI, Tsutomu", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18727", "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": "v654_p271-284.pdf", "filesize": [{"value": "952.5 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 952500.0, "url": {"label": "v654_p271-284.pdf", "objectType": "fulltext", "url": "https://nagoya.repo.nii.ac.jp/record/6983/files/v654_p271-284.pdf"}, "version_id": "65c730f8-611f-423b-a3fa-21e2673f16aa"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "cyclic analysis", "subitem_subject_scheme": "Other"}, {"subitem_subject": "strength", "subitem_subject_scheme": "Other"}, {"subitem_subject": "ductility", "subitem_subject_scheme": "Other"}, {"subitem_subject": "eccentricity", "subitem_subject_scheme": "Other"}, {"subitem_subject": "inverted L-shaped steel bridge pier", "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": "鉛直荷重が偏心して作用する鋼製橋脚の繰り返し弾塑性挙動に関する数値解析的研究", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "鉛直荷重が偏心して作用する鋼製橋脚の繰り返し弾塑性挙動に関する数値解析的研究", "subitem_title_language": "ja"}]}, "item_type_id": "10", "owner": "1", "path": ["322"], "permalink_uri": "http://hdl.handle.net/2237/8654", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2007-08-10"}, "publish_date": "2007-08-10", "publish_status": "0", "recid": "6983", "relation": {}, "relation_version_is_last": true, "title": ["鉛直荷重が偏心して作用する鋼製橋脚の繰り返し弾塑性挙動に関する数値解析的研究"], "weko_shared_id": -1}