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鉄骨鉄筋コンクリート構造非埋め込み形柱脚部の力学特性に関する研究
https://fukuyama-u.repo.nii.ac.jp/records/8144
https://fukuyama-u.repo.nii.ac.jp/records/8144b48ac323-8ae0-4d19-b580-e4068f11fc29
名前 / ファイル | ライセンス | アクション |
---|---|---|
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Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
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公開日 | 2003-12-01 | |||||
タイトル | ||||||
タイトル | 鉄骨鉄筋コンクリート構造非埋め込み形柱脚部の力学特性に関する研究 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | A Study on Mechanical Characteristic of Bare Type Column Base in SRC Structures | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 兵庫県南部地震 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 終局曲げ耐力 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 終局せん断耐力 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 限界回転角 | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Hyogoken-Nanbu earthquake | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Ultimate flexural strength | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Ultimate shear strength | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Limit rotation angle | |||||
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) |
貞末, 和史
× 貞末, 和史× 藤原, 大英× 南, 宏一 |
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著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 43694 | |||||
姓名 | サダスエ, カズシ | |||||
著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 43695 | |||||
姓名 | フジワラ, ダイエイ | |||||
著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 43696 | |||||
姓名 | ミナミ, コウイチ | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 43697 | |||||
姓名 | SADASUE, Kazushi | |||||
言語 | en | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 43698 | |||||
姓名 | FUJIWARA, Daiei | |||||
言語 | en | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 43699 | |||||
姓名 | MINAMI, Koichi | |||||
言語 | en | |||||
著者所属(日) | ||||||
値 | 福山大学ハイテクリサーチセンター | |||||
著者所属(日) | ||||||
値 | 福山大学大学院工学研究科建築学専攻 | |||||
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 purpose of this research is to investigate the mechanical behavior of bare type column base connection in SRC structures damaged due to Hyogoken-Nanbu earthquake in Japan, and two series of tests were carried out. The first series is the flexural failure tests of column base. The second series is the shear failure, tests of column base. From the test results, it was shown that ultimate flexural strength can be estimated by the design code in AIJ Standard. On the other hand, ultimate shear strength can be estimated to proposed new evaluation method. In addition, it proposed an evaluation method for limit rotation angle of column bases. From the structural, tests and performance evaluation method, seismic performance of SRC columns using bare type column base were became very clear. | |||||
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 27, p. 159-170, 発行日 2003-12 |