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Vol.12(2019) >
2.研究論文 >
Please use this identifier to cite or link to this item:
http://hdl.handle.net/11133/3691
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Title: | 山形鋼筋かい端接合部への背面付加材による乾式補強効果の実験的検証 |
Other Titles: | 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 |
Authors: | 平田, 博宗 真辺, 高勢 須崎, 由也 薩川, 恵一 吉敷, 祥一 HIRATA, Hiromune MANABE, Takase SUZAKI, Yuya SATSUKAWA, Keiichi KISHIKI, Shoichi |
Keywords: | 筋かい 山形鋼 耐震補強 高力ボルト 構造実験 Brace Angle Seismic retrofit High strength bolt Structural test |
Issue Date: | 31-Oct-2020 |
Publisher: | 愛知工業大学耐震実験センター |
Abstract: | 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. |
URI: | http://hdl.handle.net/11133/3691 |
Appears in Collections: | 2.研究論文
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