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[학술대회자료]

  • 학술대회자료

박지훈(인천대학교) 신병철(인천대학교)

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To examine the safety of exterior joint of non-seismically designed RC buildings in Korea, the joint analysis was performed about exterior joint of building built before 1988 and having less than 5 floors. 4 school facilities and 2 office facilities are investigated. Check for Vertical load based on KCI code and Seismic design method based on ACI 318-02 21. are applied. The results show that joints connected to long-span girders or joints of narrow effective area are vulnerable.

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