{"_buckets": {"deposit": "c9c2bf94-bc0e-4696-9b0c-d94c63f50826"}, "_deposit": {"id": "6978", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "6978"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00006978", "sets": ["322"]}, "author_link": ["18700", "18701", "18702", "18703", "18704", "18705"], "item_10_alternative_title_19": {"attribute_name": "その他のタイトル", "attribute_value_mlt": [{"subitem_alternative_title": "鉛直荷重が偏心して作用する鋼製橋脚の弾塑性地震応答解析", "subitem_alternative_title_language": "ja"}]}, "item_10_biblio_info_6": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2000-07", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "I-52", "bibliographicPageEnd": "38", "bibliographicPageStart": "25", "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": "This paper presents a simple SDOF formulation for inelastic seismic response analysis of eccentrically loaded steel bridge piers, considering the vertical inertia associated with horizontal ground motion. Modeling of the unsymmetrical hysteretic behavior is verified by pseudodynamic test results. It is shown that influence of vertical inertia force can not be neglected when e/h (e=eccentricity, h=pier height) is relatively large. A parametric study shows that under Level 2 accelerograms, steel bridge piers with intermediate eccentricity (e/h around 0.1～0.2) are susceptible to highest maximum displacement; And eccentricity definitely leads to higher residual displacement level than centrally loaded steel bridge piers.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "本研究は、上部構造重量が偏心して作用する単柱式鋼製橋脚を１自由度系にモデル化および定式化し、弾塑性地震応答解析をすることによって、偏心量が橋脚の激震時挙動に与える影響を調べたものである。復元力特性は、中心軸圧縮の鋼製橋脚に対する復元力特性(名古屋大学で開発されたダメージインデックスモデル)から推定し、その妥当性はハイブリッド地震応答実験結果から検証した。また、定式化の際、運動方程式には鉛直方向の慣性力の影響を考慮し、数値解析の結果、偏心量が大きくなると、鉛直方向の慣性力による影響が無視できないことが分かった。また、震度法で1次設計された橋脚のパラメトリック地震応答解析を行い、レベル２地震動が入力した際の応答に偏心量が及ぼす影響を検討した。その結果、偏心量と橋脚高さの比が0.1～0.2の間で、橋脚に最も大きな応答が生ずることが分かった。", "subitem_description_language": "ja", "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/2237/8649"}]}, "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": "LIU, Qingyun", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18700", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "劉, 青芸", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18701", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "USAMI, Tsutomu", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18702", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "宇佐美, 勉", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18703", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "KASAI, Akira", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18704", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "葛西, 昭", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18705", "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_p25-38.pdf", "filesize": [{"value": "755.7 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 755700.0, "url": {"label": "v654_p25-38.pdf", "objectType": "fulltext", "url": "https://nagoya.repo.nii.ac.jp/record/6978/files/v654_p25-38.pdf"}, "version_id": "4ba97660-0115-44aa-bad6-d0e3ff431fcf"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "eccentrically loaded", "subitem_subject_scheme": "Other"}, {"subitem_subject": "steel bridge piers", "subitem_subject_scheme": "Other"}, {"subitem_subject": "seismic analysis", "subitem_subject_scheme": "Other"}, {"subitem_subject": "inelastic behavior", "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": "INELASTIC SEISMIC RESPONSE ANALYSIS OF ECCENTRICALLY LOADED STEEL BRIDGE PIERS", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "INELASTIC SEISMIC RESPONSE ANALYSIS OF ECCENTRICALLY LOADED STEEL BRIDGE PIERS", "subitem_title_language": "en"}]}, "item_type_id": "10", "owner": "1", "path": ["322"], "permalink_uri": "http://hdl.handle.net/2237/8649", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2007-08-09"}, "publish_date": "2007-08-09", "publish_status": "0", "recid": "6978", "relation": {}, "relation_version_is_last": true, "title": ["INELASTIC SEISMIC RESPONSE ANALYSIS OF ECCENTRICALLY LOADED STEEL BRIDGE PIERS"], "weko_shared_id": -1}