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甘木郵便局鉄筋コンクリート造円筒シェル屋根の載荷破壊実験
http://hdl.handle.net/10232/12440
http://hdl.handle.net/10232/12440009ec4b6-4de0-43a5-a207-e3e889193e64
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
AN00040363_v32_p119-130.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 | 2015-06-04 | |||||||||||||||||||||
| タイトル | ||||||||||||||||||||||
| タイトル | 甘木郵便局鉄筋コンクリート造円筒シェル屋根の載荷破壊実験 | |||||||||||||||||||||
| タイトル言語 | ja | |||||||||||||||||||||
| タイトル | ||||||||||||||||||||||
| タイトル | A LOADING TEST OF 3 BARRELS OF REINFORCED CONCRETE SHELL ROOF OF THE AMAGI POST OFFICE | |||||||||||||||||||||
| タイトル言語 | en | |||||||||||||||||||||
| 著者 |
皆川, 洋一
× 皆川, 洋一
× 倉田, 勝弘
× 土井, 義則
× 足立, 宏和
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| 言語 | ||||||||||||||||||||||
| 言語 | jpn | |||||||||||||||||||||
| 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 | |||||||||||||||||||||
| 要約 | ||||||||||||||||||||||
| 内容記述タイプ | Other | |||||||||||||||||||||
| 内容記述 | The Amagi post office had 3 barrels of reinforced concrete in its cylindrical shell roof. The office building was going to be rebuilt because of limited use. The barrels was sure to be designed by applying the ASCE Manual of Engineering Practice No.31 ("Design of Cylindrical Concrete Shell Roofs"). A loading test of the shell roof was planned to examine the loading capability of the barrels. Two valleys of the 3 barrels were sanded for level. Then, H-shape steels were loaded on the level above a central barrel. The shape steels were piled up to 9 layers, when the shell roof collapsed. At a total load of 185 tons including the weight of sand, the steel reinforcement bars of edge beams of the central cylindrical shell yielded at the center of the beams. At a total load of 224 tons, the shell roof collasped. The experimental elastic-plastic behavior of the roof is shown in various graphs in this paper. The yield line theory allows us to obtain an ultimate load for barrels of 198 tons. Then, we calculated that the shell roof had an ultimate strength of about 1.5 ton/m^<2>, which was more than 4 times as large as the design load. |
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| 内容記述言語 | en | |||||||||||||||||||||
| 収録雑誌名 |
ja : 鹿児島大学工学部研究報告 en : The research reports of the Faculty of Engineering, Kagoshima University 巻 32, p. 119-130, 発行日 1990-09 |
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| 作成日 | ||||||||||||||||||||||
| 日付 | 1990-09 | |||||||||||||||||||||
| 日付タイプ | Issued | |||||||||||||||||||||
| ISSN | ||||||||||||||||||||||
| 収録物識別子タイプ | PISSN | |||||||||||||||||||||
| ISSN | 0451212X | |||||||||||||||||||||
| NII書誌ID（雑誌） | ||||||||||||||||||||||
| 収録物識別子タイプ | NCID | |||||||||||||||||||||
| NC ID | AN00040363 | |||||||||||||||||||||
| 出版タイプ | ||||||||||||||||||||||
| 出版タイプ | VoR | |||||||||||||||||||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||||||||||||||||||
| NDC | ||||||||||||||||||||||
| 主題Scheme | NDC | |||||||||||||||||||||
| 主題 | 524 | |||||||||||||||||||||
| 公開者・出版者 | ||||||||||||||||||||||
| 出版者 | 鹿児島大学 | |||||||||||||||||||||
| 出版者言語 | ja | |||||||||||||||||||||
| 公開者・出版者 | ||||||||||||||||||||||
| 出版者 | Kagoshima University | |||||||||||||||||||||
| 出版者言語 | en | |||||||||||||||||||||
