並列タイトル等ヤマガタコウ コウリョク ボルト セツゴウブ ノ トッシュツキャク エノ ヘイレツザイ フカ ニヨル カンシキ ホキョウ
SEISMIC RETROFIT FOR BOLTED ANGLE CONNECTIONS USING ADDITIONAL MEMBER ON THE LEG PLATE
タイトル(掲載誌)愛知工業大学耐震実験センター年次報告書=Annual Report of the Seismic Resistance Experiment Center
一般注記Retrofit with welding makes the construction impractical because it should pay attention to prevention of fire. In this paper,fundamental experiments on a non-fire strengthening method for bolted angle brace connections were carried out. The test results show that the additional bolted member increases the ultimate strength and its increment strongly depends on distance between the 1st existing bolt and the 1st joint bolt. Moreover,it indicates that the distance has to be 1.5 times or more of the width of the angle cross section in order to maximize the ultimate strength of the connection.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/3554
一次資料へのリンクURLhttp://repository.aitech.ac.jp/dspace/bitstream/11133/3554/1/%e8%80%90%e9%9c%8711%e5%8f%b7%e7%a0%94%e7%a9%b6%e8%ab%96%e6%96%8719%28p73-p83%29.pdf
連携機関・データベース国立情報学研究所 : 学術機関リポジトリデータベース(IRDB)(機関リポジトリ)