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

Material type: その他

Author: 平田, 博宗ほか

Publisher: 愛知工業大学耐震実験センター

Publication date: 2020-10-31

Material Format: Digital

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Note (General)：: 出版タイプ： NASeismic retrofit has been achieved for the buildings constructed before 1981. and its effects on the improvement to avoid collapse due to an ...

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Material Type: その他
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
Author/Editor: 平田, 博宗
真辺, 高勢
須崎, 由也
薩川, 恵一
吉敷, 祥一
Author Heading: 平田, 博宗
真辺, 高勢
須崎, 由也
薩川, 恵一
吉敷, 祥一
Publication, Distribution, etc.: 愛知工業大学耐震実験センター
Publication Date: 2020-10-31
Publication Date (W3CDTF): 2020
Alternative Title: 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
Periodical title: 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
No. or year of volume/issue: vol.12
Volume: vol.12
Pages: 66-72
Subject Heading: 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
Target Audience: 一般
Note (General): 出版タイプ： NA
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
Access Restrictions: インターネット公開
Data Provider (Database): 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）
https://irdb.nii.ac.jp
Original Data Provider (Database): 愛知工業大学 : 愛知工業大学学術情報リポジトリ