WEKO3
アイテム
{"_buckets": {"deposit": "6fcd298e-2e37-44a3-a4a1-af1d15d3cd24"}, "_deposit": {"id": "6961", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "6961"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00006961", "sets": ["322"]}, "author_link": ["18625", "18626", "18627", "18628", "18629", "18630", "18631", "18632"], "item_10_alternative_title_19": {"attribute_name": "その他のタイトル", "attribute_value_mlt": [{"subitem_alternative_title": "ANALYTICAL STUDY ON STRENGTH AND DEFORMATION CAPACITY OF INVERTED L-SHAPED STEEL BRIDGE PIERS SUBJECTED TO OUT-OF-PLANE CYCLIC LOADING", "subitem_alternative_title_language": "en"}]}, "item_10_biblio_info_6": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2003-07", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "I-64", "bibliographicPageEnd": "218", "bibliographicPageStart": "207", "bibliographicVolumeNumber": "738", "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、弾塑性有限変位解析により、面外繰り返し力を受ける逆L形鋼製箱形断面橋脚の耐震性能を評価したものである。解析は震度法設計から求められた偏心鉛直荷重と面外繰り返し荷重が作用する条件で行っている。構成則は、修正2曲面モデルを用いている。本研究ではまず、最近行われた大型模型実験と、FEM解析を比較し、その精度について検証した。次に、橋脚の耐震性能を左右する諸パラメータの影響を調べた。最後に、パラメトリック解析を通じて、偏心率の影響を考慮した係数を用いることにより、既に提案されているT形鋼製橋脚の強度と変形能の推定式から、逆L形構成橋脚の面外方向に関する強度と変形能を求める手法を提案している。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "Presented in this paper is numerical analysis of seismic performance of inverted L-shaped box-section steel bridge piers subjected to out-of-plane cyclic loading. The validity of the analytical model is verified by comparisons of hysterestic curves and buckling modes between the analysis and large-scale test specimens. From the analytical results, it is realized that the eccentric vertical load and cyclic loading pattern will cause a significant in-plane displacement, and in the case of inverted L-shaped piers, strength deterioration is greater than that of T-shaped piers. Furthermore, an extensive parametric analysis is performed to propose empirical formulas in order to evaluate strength and ductility of inverted L-shaped box-section steel piers.", "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/2237/8631"}]}, "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": "18625", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "GE, Hanbin", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18626", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "渡辺, 俊輔", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18627", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "WATANABE, Syunsuke", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18628", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "宇佐美, 勉", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18629", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "USAMI, Tsutomu", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18630", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "青木, 徹彦", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18631", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "AOKI, Tetsuhiko", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18632", "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": "v738_p207-218.pdf", "filesize": [{"value": "1.5 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 1500000.0, "url": {"label": "v738_p207-218.pdf", "objectType": "fulltext", "url": "https://nagoya.repo.nii.ac.jp/record/6961/files/v738_p207-218.pdf"}, "version_id": "9034e7f0-97ff-4184-8063-585cd30fe02a"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "ductility", "subitem_subject_scheme": "Other"}, {"subitem_subject": "inverted L-shaped steel bridge pier", "subitem_subject_scheme": "Other"}, {"subitem_subject": "numerical analysis", "subitem_subject_scheme": "Other"}, {"subitem_subject": "out-of-plane cyclic loading", "subitem_subject_scheme": "Other"}, {"subitem_subject": "strength", "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": "面外繰り返し水平力を受ける逆L形鋼製箱形断面橋脚の耐震性能に関する解析的研究", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "面外繰り返し水平力を受ける逆L形鋼製箱形断面橋脚の耐震性能に関する解析的研究", "subitem_title_language": "ja"}]}, "item_type_id": "10", "owner": "1", "path": ["322"], "permalink_uri": "http://hdl.handle.net/2237/8631", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2007-08-06"}, "publish_date": "2007-08-06", "publish_status": "0", "recid": "6961", "relation": {}, "relation_version_is_last": true, "title": ["面外繰り返し水平力を受ける逆L形鋼製箱形断面橋脚の耐震性能に関する解析的研究"], "weko_shared_id": -1}
面外繰り返し水平力を受ける逆L形鋼製箱形断面橋脚の耐震性能に関する解析的研究
http://hdl.handle.net/2237/8631
http://hdl.handle.net/2237/8631358935b9-8b32-47d2-8dee-932678d55b26
名前 / ファイル | ライセンス | アクション |
---|---|---|
v738_p207-218.pdf (1.5 MB)
|
|
Item type | 学術雑誌論文 / Journal Article(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2007-08-06 | |||||
タイトル | ||||||
タイトル | 面外繰り返し水平力を受ける逆L形鋼製箱形断面橋脚の耐震性能に関する解析的研究 | |||||
言語 | ja | |||||
その他のタイトル | ||||||
その他のタイトル | ANALYTICAL STUDY ON STRENGTH AND DEFORMATION CAPACITY OF INVERTED L-SHAPED STEEL BRIDGE PIERS SUBJECTED TO OUT-OF-PLANE CYCLIC LOADING | |||||
言語 | en | |||||
著者 |
葛, 漢彬
× 葛, 漢彬× GE, Hanbin× 渡辺, 俊輔× WATANABE, Syunsuke× 宇佐美, 勉× USAMI, Tsutomu× 青木, 徹彦× AOKI, Tetsuhiko |
|||||
アクセス権 | ||||||
アクセス権 | open access | |||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||
権利 | ||||||
言語 | ja | |||||
権利情報 | 土木編集第07010号 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | ductility | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | inverted L-shaped steel bridge pier | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | numerical analysis | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | out-of-plane cyclic loading | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | strength | |||||
抄録 | ||||||
内容記述 | 本論文は、弾塑性有限変位解析により、面外繰り返し力を受ける逆L形鋼製箱形断面橋脚の耐震性能を評価したものである。解析は震度法設計から求められた偏心鉛直荷重と面外繰り返し荷重が作用する条件で行っている。構成則は、修正2曲面モデルを用いている。本研究ではまず、最近行われた大型模型実験と、FEM解析を比較し、その精度について検証した。次に、橋脚の耐震性能を左右する諸パラメータの影響を調べた。最後に、パラメトリック解析を通じて、偏心率の影響を考慮した係数を用いることにより、既に提案されているT形鋼製橋脚の強度と変形能の推定式から、逆L形構成橋脚の面外方向に関する強度と変形能を求める手法を提案している。 | |||||
言語 | ja | |||||
内容記述タイプ | Abstract | |||||
抄録 | ||||||
内容記述 | Presented in this paper is numerical analysis of seismic performance of inverted L-shaped box-section steel bridge piers subjected to out-of-plane cyclic loading. The validity of the analytical model is verified by comparisons of hysterestic curves and buckling modes between the analysis and large-scale test specimens. From the analytical results, it is realized that the eccentric vertical load and cyclic loading pattern will cause a significant in-plane displacement, and in the case of inverted L-shaped piers, strength deterioration is greater than that of T-shaped piers. Furthermore, an extensive parametric analysis is performed to propose empirical formulas in order to evaluate strength and ductility of inverted L-shaped box-section steel piers. | |||||
言語 | en | |||||
内容記述タイプ | Abstract | |||||
出版者 | ||||||
言語 | ja | |||||
出版者 | 土木学会 | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源タイプresource | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | journal article | |||||
出版タイプ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
ISSN | ||||||
収録物識別子タイプ | PISSN | |||||
収録物識別子 | 0289-7806 | |||||
書誌情報 |
ja : 土木学会論文集 巻 738, 号 I-64, p. 207-218, 発行日 2003-07 |
|||||
フォーマット | ||||||
application/pdf | ||||||
著者版フラグ | ||||||
値 | publisher | |||||
URI | ||||||
識別子 | http://hdl.handle.net/2237/8631 | |||||
識別子タイプ | HDL |