WEKO3
インデックスリンク
アイテム
{"_buckets": {"deposit": "269341fa-7984-44b6-8ee4-7ad701a42547"}, "_deposit": {"created_by": 3, "id": "8266", "owners": [3], "pid": {"revision_id": 0, "type": "depid", "value": "8266"}, "status": "published"}, "_oai": {"id": "oai:fukuyama-u.repo.nii.ac.jp:00008266", "sets": ["714"]}, "author_link": ["44462", "44456", "44457", "44461", "44459", "44458", "44460", "44463", "44455"], "item_1_biblio_info_14": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2006-12", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "108", "bibliographicPageStart": "101", "bibliographicVolumeNumber": "30", "bibliographic_titles": [{"bibliographic_title": "福山大学工学部紀要"}]}]}, "item_1_creator_6": {"attribute_name": "著者名(日)", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "木下, 拓也"}], "nameIdentifiers": [{"nameIdentifier": "44455", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "福原, 実苗"}], "nameIdentifiers": [{"nameIdentifier": "44456", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "南, 宏一"}], "nameIdentifiers": [{"nameIdentifier": "44457", "nameIdentifierScheme": "WEKO"}]}]}, "item_1_description_1": {"attribute_name": "ページ属性", "attribute_value_mlt": [{"subitem_description": "P(論文)", "subitem_description_type": "Other"}]}, "item_1_description_12": {"attribute_name": "抄録(英)", "attribute_value_mlt": [{"subitem_description": "The shear failure of RC columns with the high-strength shear reinforcement has been clarified by the current research. The flexural failure properties of the RC columns which have with the high-strength shear reinforcement of 1275N/mm^2 and high-strength concrete of 60N/mm^2 were examined. It is shown that the RC columns have a higher ductility when shear reinforcement increases. And, hysteresis characteristics of RC columns with the high-strength material by Prof. Isikawa\u0027s method were examined.", "subitem_description_type": "Other"}]}, "item_1_full_name_7": {"attribute_name": "著者名よみ", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "44458", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "キノシタ, タクヤ"}]}, {"nameIdentifiers": [{"nameIdentifier": "44459", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "フクハラ, ミナエ"}]}, {"nameIdentifiers": [{"nameIdentifier": "44460", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "ミナミ, コウイチ"}]}]}, "item_1_full_name_8": {"attribute_name": "著者名(英)", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "44461", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "KINOSHITA, Takuya", "nameLang": "en"}]}, {"nameIdentifiers": [{"nameIdentifier": "44462", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "FUKUHARA, Minae", "nameLang": "en"}]}, {"nameIdentifiers": [{"nameIdentifier": "44463", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "MINAMI, Koichi", "nameLang": "en"}]}]}, "item_1_source_id_13": {"attribute_name": "雑誌書誌ID", "attribute_value_mlt": [{"subitem_source_identifier": "AN00217655", "subitem_source_identifier_type": "NCID"}]}, "item_1_text_10": {"attribute_name": "著者所属(英)", "attribute_value_mlt": [{"subitem_text_language": "en", "subitem_text_value": "Fukuyama University"}, {"subitem_text_language": "en", "subitem_text_value": "Fukuyama University"}, {"subitem_text_language": "en", "subitem_text_value": "Department of Architecture, Faculty of Engineering, Fukuyama University"}]}, "item_1_text_9": {"attribute_name": "著者所属(日)", "attribute_value_mlt": [{"subitem_text_value": "福山大学大学院修士課程建築学専攻"}, {"subitem_text_value": "福山大学"}, {"subitem_text_value": "福山大学工学部建築学科"}]}, "item_files": {"attribute_name": "ファイル情報", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2006-12-01"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "KJ00005781721.pdf", "filesize": [{"value": "1.4 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 1400000.0, "url": {"url": "https://fukuyama-u.repo.nii.ac.jp/record/8266/files/KJ00005781721.pdf"}, "version_id": "42414184-8862-4bbb-8830-2f4dbac982b4"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "高強度せん断補強筋", "subitem_subject_scheme": "Other"}, {"subitem_subject": "曲げ破壊", "subitem_subject_scheme": "Other"}, {"subitem_subject": "復元力特性", "subitem_subject_scheme": "Other"}, {"subitem_subject": "RC柱", "subitem_subject_scheme": "Other"}, {"subitem_subject": "High-strength Shear Reinforcement", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Flexure Failure", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Hysteresis characteristics", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "RC Columns", "subitem_subject_language": "en", "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": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "高強度せん断補強筋を用いたRC柱の曲げ破壊性状に関する実験的研究(その2)", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "高強度せん断補強筋を用いたRC柱の曲げ破壊性状に関する実験的研究(その2)"}, {"subitem_title": "Flexure Failure Properties of Reinforced Concrete Columns with High-strength Shear Reinforcement (part2)", "subitem_title_language": "en"}]}, "item_type_id": "1", "owner": "3", "path": ["714"], "permalink_uri": "https://fukuyama-u.repo.nii.ac.jp/records/8266", "pubdate": {"attribute_name": "公開日", "attribute_value": "2006-12-01"}, "publish_date": "2006-12-01", "publish_status": "0", "recid": "8266", "relation": {}, "relation_version_is_last": true, "title": ["高強度せん断補強筋を用いたRC柱の曲げ破壊性状に関する実験的研究(その2)"], "weko_shared_id": -1}
高強度せん断補強筋を用いたRC柱の曲げ破壊性状に関する実験的研究(その2)
https://fukuyama-u.repo.nii.ac.jp/records/8266
https://fukuyama-u.repo.nii.ac.jp/records/82669f8a5408-3bd6-4806-b08e-d90b6aeb2aa8
名前 / ファイル | ライセンス | アクション |
---|---|---|
![]() |
|
Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2006-12-01 | |||||
タイトル | ||||||
タイトル | 高強度せん断補強筋を用いたRC柱の曲げ破壊性状に関する実験的研究(その2) | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Flexure Failure Properties of Reinforced Concrete Columns with High-strength Shear Reinforcement (part2) | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 高強度せん断補強筋 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 曲げ破壊 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 復元力特性 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | RC柱 | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | High-strength Shear Reinforcement | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Flexure Failure | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Hysteresis characteristics | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | RC Columns | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | departmental bulletin paper | |||||
ページ属性 | ||||||
内容記述タイプ | Other | |||||
内容記述 | P(論文) | |||||
著者名(日) |
木下, 拓也
× 木下, 拓也× 福原, 実苗× 南, 宏一 |
|||||
著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44458 | |||||
姓名 | キノシタ, タクヤ | |||||
著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44459 | |||||
姓名 | フクハラ, ミナエ | |||||
著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44460 | |||||
姓名 | ミナミ, コウイチ | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44461 | |||||
姓名 | KINOSHITA, Takuya | |||||
言語 | en | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44462 | |||||
姓名 | FUKUHARA, Minae | |||||
言語 | en | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44463 | |||||
姓名 | MINAMI, Koichi | |||||
言語 | en | |||||
著者所属(日) | ||||||
値 | 福山大学大学院修士課程建築学専攻 | |||||
著者所属(日) | ||||||
値 | 福山大学 | |||||
著者所属(日) | ||||||
値 | 福山大学工学部建築学科 | |||||
著者所属(英) | ||||||
言語 | en | |||||
値 | Fukuyama University | |||||
著者所属(英) | ||||||
言語 | en | |||||
値 | Fukuyama University | |||||
著者所属(英) | ||||||
言語 | en | |||||
値 | Department of Architecture, Faculty of Engineering, Fukuyama University | |||||
抄録(英) | ||||||
内容記述タイプ | Other | |||||
内容記述 | The shear failure of RC columns with the high-strength shear reinforcement has been clarified by the current research. The flexural failure properties of the RC columns which have with the high-strength shear reinforcement of 1275N/mm^2 and high-strength concrete of 60N/mm^2 were examined. It is shown that the RC columns have a higher ductility when shear reinforcement increases. And, hysteresis characteristics of RC columns with the high-strength material by Prof. Isikawa's method were examined. | |||||
雑誌書誌ID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00217655 | |||||
書誌情報 |
福山大学工学部紀要 巻 30, p. 101-108, 発行日 2006-12 |