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2016 Vol.29, Issue 6 Preview Page
2016. pp. 539-545
Abstract
References

REFERENCES

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AISC, American Institute of Steel Construction, Allowable Stress Design and Plastic Design, Specification for Structural Steel Buildings (1989)
2
IEEE, The Institute of Electrical and Electronics Engineers, IEEE Std 693-2005, IEEE Recommended Practice for Seismic Design of Substations (2006)
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JH Jeon, SG Cho, YW Jeong and SN Baek, J. Earthq. Eng. Soc. Korea, Verification of Seismic Adequacy for Outlier Cabinets in Korean Operating Power Plant; 99-106 (2008)
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MJ Jhung, KB Park and WG Hwang, J. Comput. Struct. Eng. Inst. Korea, Seismic Qualification of Plant Protection System Cabinet for Nuclear Power Plant; 148-155 (1992)
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YH Joe, HG Park and SG Cho, J. Earthq. Eng. Soc. Korea, Comparative Study of Analytical Modal Properties of Instrumentation Cabinet of Nuclear Power Plant; 186-192 (1999)
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YH Joe and HG Park, J. Korean Soc. Civil Eng, Modal Testing of Seismic Monitoring System Cabinet of Nuclear Power Plant; 449-456 (1999)
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midas NFX Analysis Manual, MidasIT (2010)
Information
  • Publisher :Computational Structural Engineering Institute of Korea
  • Publisher(Ko) :한국전산구조공학회
  • Journal Title :Journal of the Computational Structural Engineering Institute of Korea
  • Journal Title(Ko) :한국전산구조공학회 논문집
  • Volume : 29
  • No :6
  • Pages :539-545
  • Received Date : 2016-09-28
  • Revised Date : 2016-10-11
  • Accepted Date : 2016-10-12
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