MISC
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基本情報
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| 氏名 | 津村 泰範 |
| 氏名（カナ） | ツムラ ヤスノリ |
| 氏名（英語） | Tsumura Yasunori |
| 所属 | 長岡造形大学 |
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| researchmap研究者コード | B000328193 |
| researchmap機関 | 長岡造形大学 |
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鋼板補強による耐震補強の事例:（旧逓信省下関電信局電話課庁舎）
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長坂 健太郎
津村 泰範
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In Shimonoseki, there is a building of former telephone office. It was constructed in 1914, and it was a RC rigid-frame structure, using brick wall. This is a renewal project of this building to a museum and seismic retrofit in the same time. Base on result of 2/3 scale experiment, limit criteria of combined steel shear wall and former brick wall is decided. In this report, structural design method of this building and using style of 2/3 scale test result is reported.
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日本建築学会技術報告集
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日本建築学会
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17
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37
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825
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828
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2011
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日本語
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10.3130/aijt.17.825
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