並列タイトル等ヤマガタコウ スジカイタン セツゴウブ エノ ハイメン フカザイ ニヨル カンシキ ホキョウ コウカ ノ ジッケンテキ ケンショウ
SEISMIC RETROFIT FOR BOLTED ANGLE CONNECTIONS BY USING HIGH STRENGTH BOLT
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Seismic retrofit has been achieved for the buildings constructed before 1981. and its effects on the improvement to avoid collapse due to an earthquake are reported in the past investigation. So seismic retrofit is needed for factories with lack of seismic performance, the continuous operation causes many temporaI and spatial restriction. The proposed method in former study is that the additional member is attached to the existing angle brace by the new high strength bolts. In this study, seismic retrofit of bolted angle brace on the back propose. The test results showed that the additional member increases the ultimate strength of the existing bolted connection.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/3691
一次資料へのリンクURLhttp://repository.aitech.ac.jp/dspace/bitstream/11133/3691/3/%e8%80%90%e9%9c%8712%e5%8f%b7%e7%a0%94%e7%a9%b6%e8%ab%96%e6%96%8717%28p66-p72%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)