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EARTHQUAKE RESPONSE OF MODIFIED FOLDED CANTILEVER SHEAR STRUCTURE WITH FIXED-MOVABLE-FIXEDSUB-FRAMES
http://hdl.handle.net/2298/32802
http://hdl.handle.net/2298/32802bf4eaf1d-8736-410e-9376-c31006c7edc9
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
IJCIET_4_4_194-207.pdf (2.2 MB)
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| Item type | 学術雑誌論文 / Journal Article(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2015-07-22 | |||||
| タイトル | ||||||
| タイトル | EARTHQUAKE RESPONSE OF MODIFIED FOLDED CANTILEVER SHEAR STRUCTURE WITH FIXED-MOVABLE-FIXEDSUB-FRAMES | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| キーワード | ||||||
| 主題 | Seismic performance, folded cantilever shear structure, viscous damper, damping ratio, shaking table test | |||||
| 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 | journal article | |||||
| 著者 |
ウィジャヤ, ミン ナルト
× ウィジャヤ, ミン ナルト× 片山, 拓朗× カヤ, エルカヌ セリフ× 山尾, 敏孝 |
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| 別言語の著者 |
Wijaya, Ming Narto
× Wijaya, Ming Narto× 片山, 拓朗× Kaya, Ercan Serif× Yamao, Toshitaka |
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| 内容記述 | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | Seismic performances of sixteen-storey folded cantilever shear structure (FCSS) with roller bearing and additional viscous damper have been studied using a shake table. The structures consist of fixed-movable-fixed supported shear sub-frames and connection rigid sub-frame which connect their sub-frames at the top. The movable sub-frame is supported by roller bearings and additional viscous damper are attached laterally between beams. Experimental and numerical analyses were conducted to identify dynamic responses of model with and without additional viscous damper. In order to observe the efficiency of the additional viscous damper and the effect of earthquake ground motion under three different strong ground motions, namely El-Centro, Hachinohe, and Taft earthquakes, both numerical analysis and shaking table test of the model with and without additional viscous damper were conducted. The maximum displacements, for top fixed floor and bottom movable floor were significantly reduced with the addition of viscous damper system of structure. A reasonable agreement between results obtained from numerical analysis and shaking table test were also obtained. | |||||
| 書誌情報 |
International Journal of Civil Engineering and Technology (IJCIET) 巻 4, 号 4, p. 194-207, 発行年 2013-07 |
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| ISSN | ||||||
| 収録物識別子 | 09766308 | |||||
| フォーマット | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | application/pdf | |||||
| 形態 | ||||||
| 値 | 2245901 bytes | |||||
| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
| 日本十進分類法 | ||||||
| 主題Scheme | NDC | |||||
| 主題 | 524 | |||||
| 出版者 | ||||||
| 出版者 | International Association for Engineering and Management Education (IAEME) | |||||
| 資源タイプ | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | 論文(Article) | |||||
| 資源タイプ・ローカル | ||||||
| 値 | 雑誌掲載論文 | |||||
| 資源タイプ・NII | ||||||
| 値 | Journal Article | |||||
| 資源タイプ・DCMI | ||||||
| 値 | text | |||||
| 資源タイプ・ローカル表示コード | ||||||
| 値 | 01 | |||||
| コメント | ||||||
| 値 | 【著者所属】Wijaya, Ming Narto：熊本大学大学院自然科学研究科、片山拓朗：崇城大学工学部、 Kaya, Ercan Serif：熊本大学大学院自然科学研究科、山尾敏孝：熊本大学大学院自然科学研究科 | |||||
