既存屋内運動場におけるはり継手補強ディテールの検討

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  • キソン オクナイ ウンドウジョウ ニ オケル ハリ ツギテ ホキョウ ディテール ノ ケントウ

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The many buildings that have been built in the new seismic design method previously, seismic perform-ance is very low. These buildings was severely damaged in the earthquake. So seismic retrofitting is required. The connection of the old steel frame buildings vulnerable, reinforcement is required. However, details of the repair method is not been decided. An object of this study is the determination of the joint de-tails. Parameter to consider is the weldability and the angle of the reinforcing plate. From this result, we de-termined to 30 degrees the angle, be 40 mm the mounting position of the tab.

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