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〈原著論文〉ガラス制震壁に関する開発--木造住宅用ガラス制震壁の静的載荷実験
https://kindai.repo.nii.ac.jp/records/13890
https://kindai.repo.nii.ac.jp/records/138903187b474-46e5-447d-bed9-ac838a75f4fc
名前 / ファイル | ライセンス | アクション |
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AA12517632-20150600-0091.pdf (2.8 MB)
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Item type | ☆紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2015-07-27 | |||||
タイトル | ||||||
タイトル | 〈原著論文〉ガラス制震壁に関する開発--木造住宅用ガラス制震壁の静的載荷実験 | |||||
その他(別言語等)のタイトル | ||||||
その他のタイトル | Research and Development for Seismic Control Wall in Glass Panel--Static Test of Seismic Control Wall in Glass Panel for Wooden House | |||||
著者 |
寺井, 雅和
× 寺井, 雅和× 佐藤, 孝典× 福原, 実苗× 松永, 智也× 吉岡, 智和 |
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言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | Glass, Seismic Control Wall, Thermoplastic Adhesives, Friction Damper, Wall Magnification | |||||
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 | ||||||
TERAI, Masakazu | ||||||
著者(英) | ||||||
en | ||||||
SATO, Takanori | ||||||
著者(英) | ||||||
en | ||||||
FUKUHARA, Minae | ||||||
著者(英) | ||||||
en | ||||||
MATSUNAGA, Tomoya | ||||||
著者(英) | ||||||
en | ||||||
YOSHIOKA, Tomokazu | ||||||
著者 所属 | ||||||
近畿大学工学部建築学科; 准教授 | ||||||
著者 所属 | ||||||
アイディールブレーン株式会社 | ||||||
著者 所属 | ||||||
アイディールブレーン株式会社 | ||||||
著者 所属 | ||||||
アイディールブレーン株式会社 | ||||||
著者 所属 | ||||||
九州大学大学院; 准教授 | ||||||
著者所属(翻訳) | ||||||
Kinki University | ||||||
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 6, p. 91-96, 発行日 2015-06-01 |
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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 | Glass is a fragile material and so, did not be used as structural material for buildings. However, if it is possible to avoid the stress concentration by seismic force, glass could be enough to structure material. In this paper, a new seismic control wall in glass panel was developed to improve the earthquake resistant performance of wooden house. The lower side of the seismic control wall is fixed to the lower floor of the beam in the seismic screw, and by interposing a friction damper sliding in a horizontal displacement between the upper side of the wall and the beam of upper floors, seismic force that exceeds the glass strength does not enter into the wall. By this mechanism, it is possible to use the glass wall with the open feeling and the appearance to the outer walls of building. To evaluate the earthquake resistant performance of the seismic control wall in glass panel, horizontal cyclic static loading tests has been carried out. As a result, it was confirmed that the specimen with glass thickness 24mm have a wall magnification of 4.2. | |||||
目次 | ||||||
内容記述タイプ | Other | |||||
内容記述 | Ⅲ.論文集 | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf |