Articles
  • Seismic performance of special RC coupling beams with modified diagonally oriented reinforcement

  • Young Soo Chun*

  • Department of Civil Eng., Land and Housing Institute, Dea-jeon City, Korea

References
  • 1. ASCE, in “Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-10)” (American Society of Civil Engineers, 2010) p.71-78.
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  • 2. AIK, in “Korea Building Code (KBC2016)” (Architectural Institute of Korea, 2016) p.1.
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  • 3. R. Park, T. Paulay, in “Reinforced concrete structures” (John Wiley and Sons, 1975) p.1.
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  • 4. ACI Committee 318, in “Building Code Requirements for Structural Concrete (ACI318-14) and Commen- tary (ACI318R-14)” (American Concrete Institute, 2014) p.300-302.
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  • 5. D. Naish, J.W. Wallace, in “Reinforced Concrete Link Beams: Alternative Details for Improved Construction” (University of California, 2009) p.1.
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  • 6. T. Paulay, J.R. Binney, in “Diagonally reinforced concrete beams for shearwalls, shear in reinforced concrete” (American Concrete Institute, 1974) p.579-598.
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This Article

  • 2019; 20(S1): 31-35

    Published on Jul 20, 2019

  • Received on Dec 9, 2018
  • Revised on Jan 11, 2019
  • Accepted on Jan 11, 2019

Correspondence to

  • Young Soo Chun

  • Department of Civil Eng., Land and Housing Institute, Dea-jeon City, Korea

  • E-mail: cysoo@lh.or.kr