{"_buckets": {"deposit": "d261d50e-fdd0-4dd9-94b3-fb77a5472de2"}, "_deposit": {"id": "6958", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "6958"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00006958", "sets": ["322"]}, "author_link": ["18600", "18601", "18602", "18603", "18604", "18605", "18606", "18607"], "item_10_alternative_title_19": {"attribute_name": "その他のタイトル", "attribute_value_mlt": [{"subitem_alternative_title": "APPLICABILITY ON DYNAMIC VERIFICATION METHOD FOR SEISMIC DESIGN OF STEEL BRIDGE PIERS", "subitem_alternative_title_language": "en"}]}, "item_10_biblio_info_6": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2002-07", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "I-60", "bibliographicPageEnd": "190", "bibliographicPageStart": "181", "bibliographicVolumeNumber": "710", "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": "本論文は、動的荷重を受ける鋼構造物に対し、応答ひずみを用いて終局状態を照査する動的耐震照査法を提案し、その妥当性を検証することを目的としたものである。提案手法は、シェル要素を用いた解析に基づかず、はり要素(ファイバー要素)を用いた動的弾塑性有限変位解析によって鋼構造物の終局判定を行うことができる。まず、単柱式鋼製橋脚に対する準静的繰返し載荷実験と解析結果の比較を行い、提案手法の妥当性を検討した。次に、地震時の動的挙動に対する適応性検討のため、はり要素モデルとシェル要素モデルに対する地震応答解析結果の比較を行い、動的耐震照査法の妥当性を確認した。さらに、本照査法の他に文献1), 2)に示される静的／動的解析併用法の妥当性に関する検討も実施した。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "The applicability on the dynamic verification method for seismic design is verified. In this method, the ultimate states of structures are decided by comparing strain time history of the segment considered as the collapse point with the ultimate strain based on structural properties. The strain time history is obtained in dynamic response analysis using fiber element model, not using shell element models. The objective structures are steel bridge piers in this paper. Firstly, analysis results with this verification method are compared with quasi-static experiment results simulated seismic response. Secondly the results obtained using this proposed method are compared with results using shell element models on dynamic response analysis. These results tell us the validity of this proposed verification method.", "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/2237/8628"}]}, "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": "森下, 邦宏", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18600", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "MORISHITA, Kunihiro", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18601", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "宇佐美, 勉", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18602", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "USAMI, Tsutomu", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18603", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "阪野, 祟人", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18604", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "BANNO, Takahito", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18605", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "葛西, 昭", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18606", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "KASAI, Akira", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18607", "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": "v710_p181-190.pdf", "filesize": [{"value": "918.7 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 918700.0, "url": {"label": "v710_p181-190.pdf", "objectType": "fulltext", "url": "https://nagoya.repo.nii.ac.jp/record/6958/files/v710_p181-190.pdf"}, "version_id": "cc104773-fde8-4730-bfc9-51078d856b66"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "dynamic seismic performance check", "subitem_subject_scheme": "Other"}, {"subitem_subject": "ultimate strain", "subitem_subject_scheme": "Other"}, {"subitem_subject": "seismic response analysis", "subitem_subject_scheme": "Other"}, {"subitem_subject": "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": "鋼製橋脚の動的耐震照査法に関する検討", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "鋼製橋脚の動的耐震照査法に関する検討", "subitem_title_language": "ja"}]}, "item_type_id": "10", "owner": "1", "path": ["322"], "permalink_uri": "http://hdl.handle.net/2237/8628", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2007-08-06"}, "publish_date": "2007-08-06", "publish_status": "0", "recid": "6958", "relation": {}, "relation_version_is_last": true, "title": ["鋼製橋脚の動的耐震照査法に関する検討"], "weko_shared_id": -1}