Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)


Lee, D. H., Park, M. K., Oh, J. Y., Kim, K. S., Im, J. H., Seo, S. Y. (2014), Web-Shear Capacity of Prestressed Hollow-Core Slab Unit with Consideration on the Minimum Shear Reinforcement Requirement, Computers and Concrete, 14(3), 211-231.DOI
Choi, I. S. (2016), Structural Performance of Precast Slab with Esthetics and Optimized Section for Positive and Negative Moment, Ph.D. Dissertation, Inha University, Incheon, Republic of KoreaGoogle Search
Ghosh, S. K. (1987), Shear Reinforcement Requirements for Precast Prestressed Double-Tee Member, ACI Structural Journal, 84(4), 287-292.Google Search
Ju, H., Han, S. J., Choi, I. S., Choi, S., Park, M. K., Kim, K.S. (2018), Experimental Study on an Optimized-Section Precast Slab with Structural Aesthetics, Applied Sciences, 8(8)DOI
Joo, H. E., Han, S. J., Park, M. K., Kim, K. S. (2020), Shear Tests of Deep Hollow Core Slabs Strengthened by Core-Filling, Applied Sciences, 10(5)DOI
Han, S. J., Jeong, J. H., Joo, H. E., Choi, S. H., Choi, S., Kim, K. S. (2019), Flexural and Shear Performance of Prestressed Composite Slabs with Inverted Multi-Ribs, Applied Sciences, 9(22)DOI
Palmer, K. D., Schultz, A. E. (2011), Experimental investigation of the web-shear strength of deep hollow-core units, PCI Journal, 56(4), 83-104.Google Search
Hwang, S. B., Seo, S. Y., Lee, K. C., Lee, S. H. (2016), Shear Capacity of Precast Concrete Triple Ribs Slab, Journal of the Korea Concrete Institute, 28(4), 489-496.DOI
Korea Concrete Institute, (2017), Korea Model Code 2017 (KCI 2017), Korea Concrete Institute, Seoul, Republic of KoreaGoogle Search
ACI Committee 318, (2019), Building Code Requirements for Structural Concrete (ACI 318-19), American Concrete Institute, Farmington Hills, MI, USAGoogle Search