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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

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  3. 2020-12 (Vol.32 No.6)
  4. 10.4334/JKCI.2020.32.6.565
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References

1 
Eom T. S., Hwang I. H., Lee S. J., Park T. W., 2018, Failure Mode and Shear Strength of Nonprestressed Hollow-Core Slabs in One-Way Shear, ACI Structural Journal 115, Vol. 4, No. , pp. 1131-1141DOI
2 
Im H.-J., Park H.-G., Eom T.-S., Kang S.-M., 2010, Earthequake Resistance of Beam-Column Connection of Precast Concrete U-Shaped Shell Construction, Journal of the Korea Concrete Institute 22, Vol. 6, No. 741-751, pp. -DOI
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KCI. , 2017, KCI Model Code 2017 (KCI M-18-006), Seoul Korea Kimoondang Publishing Company. Korea Concrete Institute (KCI). (In Korean), Vol. , No. Google Search
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Kim S.-H., Moon J.-H., Lee L.-H., 2004, An Experimental Study of the Structural Behavior on the Precast Concrete Beam-Column Interior Joint with Splice Type Reinforcin Bars, Journal of the Architectural Institue of Korea Structure & Construction 20, Vol. 10, No. 53-61Google Search
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Mattock A. H., Chan T. C., 1979, Design and Behavior of Dapped-End Beams, PCI Journal 24, Vol. 6, No. , pp. 28-45Google Search
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Nagrodzka-Godycka K., Piotrkowski P., 2012, Experimental Study of Dapped-End Beams Subjected to Inclined Load, ACI Structural Journal 109, Vol. 1, No. , pp. 11-20Google Search