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〈原著論文〉軽量角形鋼による耐震天井構造の開発
https://kindai.repo.nii.ac.jp/records/13864
https://kindai.repo.nii.ac.jp/records/138646a2d8701-48a5-4c28-9bef-9549b68ade85
名前 / ファイル | ライセンス | アクション |
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AA12517632-20140600-0073.pdf (3.8 MB)
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Item type | ☆紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2014-11-11 | |||||
タイトル | ||||||
タイトル | 〈原著論文〉軽量角形鋼による耐震天井構造の開発 | |||||
その他(別言語等)のタイトル | ||||||
その他のタイトル | Development of Earthquake-Resistant Ceiling Structure by Lightweight Square Steel | |||||
著者 |
松本, 慎也
× 松本, 慎也× 佐藤, 公章× 藤谷, 義信 |
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言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | Ceiling structures, Lightweight square steels, Caulking | |||||
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 | |||||
著者(英) | ||||||
en | ||||||
Matsumoto, Shinya | ||||||
著者(英) | ||||||
en | ||||||
Sato, Masafumi | ||||||
著者(英) | ||||||
en | ||||||
Fujitani, Yoshinobu | ||||||
著者 所属 | ||||||
近畿大学工学部建築学科; 准教授 | ||||||
著者 所属 | ||||||
株式会社 佐藤型鋼製作所; 代表取締役 | ||||||
著者 所属 | ||||||
広島大学; 名誉教授 | ||||||
著者所属(翻訳) | ||||||
Kinki University | ||||||
著者 役割 | ||||||
研究代表者 | ||||||
著者 役割 | ||||||
共同研究者 | ||||||
著者 役割 | ||||||
共同研究者 | ||||||
版 | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
出版者 名前 | ||||||
出版者 | 近畿大学次世代基盤技術研究所 | |||||
書誌情報 |
近畿大学次世代基盤技術研究所報告 en : Kinki University Research Institute of Fundamental Technology for Next Generation 巻 5, p. 73-78, 発行日 2014-06-01 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 21858802 | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The Great East Japan Earthquake occurred on March 11, 2011, it has been reported that many dropped out damage for nonstructural components (ceiling) in a buildings. The fall of ceiling materials is high risk for human damage especially. Large space structures or public gymnasium, etc. must be a safe place, because of it will be used a shelter in a disaster. Therefore, it is important to grasp the seismic performance for nonstructural components such as ceiling. In this study, the basic characteristics of seismic performance for suspended ceiling structure are investigated. In this study, the suspended ceiling structure with improved seismic resistance (earthquake-resistant ceiling structures) using a lightweight steel pipe with caulking is proposed. In this paper, the results of vertical and horizontal loading test are shown, and the mechanical properties of suspended ceiling structure are verified | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf |