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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. 2016-08 (Vol.28 No.4)
  4. 10.4334/JKCI.2016.28.4.489
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1 
1.Yoon, S. W., Seok, K. Y., Kim, G. C., and Kang, J. W., “Shear Performance Analysis of One-way Hollow Slab According to Shear Reinforcement”, Journal of the Korea Institute for Structural Maintenance and Inspection, Vol.18, No.6, 2014, pp.97-104.DOI
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2.Hwang, S. B., Seo, S. Y., and Lee, K. C., “Flexural Capacity of Precast Concrete Triple Ribs Slab”, Journal of the Korea Concrete Institute, Vol.28, No.1, 2016, pp.3-11.DOI
3 
3.Korea Concrete Institute, Concrete Design Code and Com-mentary, Kimoondang Publishing Company, Seoul, Korea, 2012, pp.160-175.Google Search
4 
4.Suh, J. I., Park, H. G., Hong, G. H., Kang, S. M., and Kim, C. G., “Shear Strength of Prestressed PC-CIP Composite Beams with Vertical Shear Reinforcement”, Journal of the Korea Concrete Institute, Vol.27, No.4, 2015, pp.399-409.DOI
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5.Lee, S. S., Hong, S. Y., Park, K. S., and Bae, K. W., “Evaluation of Shear Strength of Composite Hollow Core Slab with Concrete Topping”, Journal of Architectural Institute of Korea, Vol.29, No.7, 2013, pp.47-54.Google Search
6 
6.Ahn, K. S., and Park, H. G., “Shear Reinforcement for Flat Plate-Column Connections Using Lattice Bars”, Journal of Architectural Institute of Korea, Vol.17, No.2, 2005, pp. 191-200.DOI
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7.ACI Committee 318. Building Code Requirements for Reinforced Concrete and Commentary (ACI318R-11), American Concrete Institute, Detroit, 2011, pp.78-79.Google Search
8 
8.Hawkins, N. M., and Ghosh, S. K., “Shear Strength of Hollow Core Slabs”, PCI Journal, Vol.51, No.1, 2006, pp.110-115.Google Search