WEKO3
アイテム
{"_buckets": {"deposit": "907d9255-3c67-419e-9def-d8763a268777"}, "_deposit": {"id": "6868", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "6868"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00006868", "sets": ["322"]}, "author_link": ["18167", "18168", "18169", "18170", "18171", "18172", "18173", "18174"], "item_10_alternative_title_19": {"attribute_name": "その他のタイトル", "attribute_value_mlt": [{"subitem_alternative_title": "An analytical study on the seismic behavior of multi-span continuous bridges with buckling-restrained braces", "subitem_alternative_title_language": "en"}]}, "item_10_biblio_info_6": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2005-03", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "838", "bibliographicPageStart": "827", "bibliographicVolumeNumber": "51A", "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": "This study is aimed at investigating the effect of damper braces for improving seismic behavior of multi-span continuous bridges. For this purpose, two arrangements are devised. One way is to connect the girder and the top of pier by buckling-restrained brace. Another way is to connect the girder and the base of pier by buckling-restrained brace. Then elasto-plastic response analyses are carried out to confirm the influence of differences between two ways. As a result, it is found that maximum response displacements of the girder and the damage of steel piers are significantly reduced by installing the buckling-restrained braces between the girder and the base of pier. Finally the demand of a buckling-restrained brace is discussed.", "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/2237/8535"}]}, "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": "葛西, 昭", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18167", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Kasai, Akira", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18168", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "木戸, 健太", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18169", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Kido, Kenta", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18170", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "宇佐美, 勉", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18171", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Usami, Tsutomu", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18172", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "渡辺, 尚彦", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "18173", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Watanabe, Naohiko", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "18174", "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": "Structual_Eng_51A-827.pdf", "filesize": [{"value": "2.5 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 2500000.0, "url": {"label": "Structual_Eng_51A-827.pdf", "objectType": "fulltext", "url": "https://nagoya.repo.nii.ac.jp/record/6868/files/Structual_Eng_51A-827.pdf"}, "version_id": "9e816280-77df-4f5b-9b7c-8009a7bd180d"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "multi-span continuous bridge", "subitem_subject_scheme": "Other"}, {"subitem_subject": "連続高架橋", "subitem_subject_scheme": "Other"}, {"subitem_subject": "buckling -restrained brace", "subitem_subject_scheme": "Other"}, {"subitem_subject": "座屈拘束ブレース", "subitem_subject_scheme": "Other"}, {"subitem_subject": "seismic behavior", "subitem_subject_scheme": "Other"}, {"subitem_subject": "地震時挙動", "subitem_subject_scheme": "Other"}, {"subitem_subject": "capacity design", "subitem_subject_scheme": "Other"}, {"subitem_subject": "性能設計", "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": "多径間連続高架橋への制震ブレースの導入効果", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "多径間連続高架橋への制震ブレースの導入効果", "subitem_title_language": "ja"}]}, "item_type_id": "10", "owner": "1", "path": ["322"], "permalink_uri": "http://hdl.handle.net/2237/8535", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2007-07-13"}, "publish_date": "2007-07-13", "publish_status": "0", "recid": "6868", "relation": {}, "relation_version_is_last": true, "title": ["多径間連続高架橋への制震ブレースの導入効果"], "weko_shared_id": -1}
多径間連続高架橋への制震ブレースの導入効果
http://hdl.handle.net/2237/8535
http://hdl.handle.net/2237/8535d0fac430-50d8-4822-b07b-3490094d230b
名前 / ファイル | ライセンス | アクション |
---|---|---|
![]() |
|
Item type | 学術雑誌論文 / Journal Article(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2007-07-13 | |||||
タイトル | ||||||
タイトル | 多径間連続高架橋への制震ブレースの導入効果 | |||||
言語 | ja | |||||
その他のタイトル | ||||||
その他のタイトル | An analytical study on the seismic behavior of multi-span continuous bridges with buckling-restrained braces | |||||
言語 | en | |||||
著者 |
葛西, 昭
× 葛西, 昭× Kasai, Akira× 木戸, 健太× Kido, Kenta× 宇佐美, 勉× Usami, Tsutomu× 渡辺, 尚彦× Watanabe, Naohiko |
|||||
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 | 土木学会 (許諾 土学編集 第07010号) | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | multi-span continuous bridge | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 連続高架橋 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | buckling -restrained brace | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 座屈拘束ブレース | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | seismic behavior | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 地震時挙動 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | capacity design | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 性能設計 | |||||
抄録 | ||||||
内容記述 | This study is aimed at investigating the effect of damper braces for improving seismic behavior of multi-span continuous bridges. For this purpose, two arrangements are devised. One way is to connect the girder and the top of pier by buckling-restrained brace. Another way is to connect the girder and the base of pier by buckling-restrained brace. Then elasto-plastic response analyses are carried out to confirm the influence of differences between two ways. As a result, it is found that maximum response displacements of the girder and the damage of steel piers are significantly reduced by installing the buckling-restrained braces between the girder and the base of pier. Finally the demand of a buckling-restrained brace is discussed. | |||||
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 | 09108009 | |||||
書誌情報 |
ja : 構造工学論文集 巻 51A, p. 827-838, 発行日 2005-03 |
|||||
フォーマット | ||||||
application/pdf | ||||||
著者版フラグ | ||||||
値 | publisher | |||||
URI | ||||||
識別子 | http://hdl.handle.net/2237/8535 | |||||
識別子タイプ | HDL |