Necessity of Seismic Retrofit of Non-seismic Concentrically Braced Frames

비내진중심가새골조의 보강 필요성

  • Yeum, Hee-Jin (Sen Structural Engineers Co., Ltd.) ;
  • Yoo, Jung-Han (School of Architecture, Seoul National University of Science & Technology)
  • Published : 2016.03.15

Abstract

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References

  1. AISC(2010), Steel Construction Manual 14th Edition, American Institute of Steel Construction
  2. AISC(2010), Seismic Provision for Structural Steel Buildings, American Institute of Steel Construction
  3. Korean Society of Steel Construction(2013), Steel Structure Design Criteria of Load and Resistance Factor Design method
  4. Dan Sloat, Charles W. Roeder, Dawn E. Lehman, Jeffrey W. Berman(2013), Survey and Testing of Pre-1988 Braced Frame Structures From The West Coast of the United States, 5th International Conference on Advances in Experimental Structural Engineering
  5. Dan Sloat(2014), Evaluation and Retrofit of Non-Capacity Designed Braced Frames, Department of Civil Engineering, University of Washington
  6. Molly Johnson(2014), Seismic Evaluation of Bolted Connections in Non-Seismic Concentrically Braced Frames, Department of Civil Engineering, University of Washington