Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

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

Journal Search

  1. Home
  2. All Issues
  3. 2016-02 (Vol.28 No.1)
  4. 10.4334/JKCI.2016.28.1.003
Export citation EndNote
XML PDF INFO REF
1 
1.Korea Concrete Institute, Concrete Structure Design Code and Commentary, Kimoondang, 2012, pp.123-137.Google Search
2 
2.Kim, I. G., Park, H. S., and Yu, S. Y., “Flexural Behaviors of High Performance Hollow Core Slabs with Upper Strands”, Journal of the Korea Concrete Institute, Vol.14, No.2, pp.156-163.Google Search
3 
3.Im, J. H., Park, M. K., Lee, D. H., Seo, S. Y., and Kim, K. S., “Evaluation of Horizontal Shear Strength of Prestressed Hollow-Core Slabs with Cast-in-Place Topping Concrete”, Journal of the Korea Concrete Institute, Vol.26, No.6, 2014, pp.741-749.DOI
4 
4.Park, S. W., Seok, K. Y., Kim, G. C., and Knag, J. W., “Flexural Capacity evaluation of One-way Hollow Half Slab and General Hollow Slab”, Journal of Architectural Institute of Korea, Vol.30, No.11, 2014, pp.13-21.DOI
5 
5.Yoon, S. W., Seok, K. Y., Kim, G. C., and Knag, J. W., “Shear Performance Analysis of One-way Hollow Slab According to Shear Reinforcement”, Korea Institute for Structural Maintenance and Inspection, Vol.18, No.6, 2014, pp.97-104.Google Search
6 
6.Han, S. W., Moon, K. H., Kang, D. H., Im, J. H., and Kim, Y. N., “Evaluation of Shear Strength of Precast-prestressed Hollow Core Slabs Based on Experiments”, Journal of the Korea Concrete Institute, Vol.26. No.5, 2014, pp.635-642.DOI
7 
7.Kim, G. C., Seok, K. Y., and Knag, J. W., “Evaluation of Flexural Performance of One-Way Voided Slabs”, Journal of Architectural Institute of Korea, Vol.29, No.8, 2013, pp.11-18.Google Search
8 
8.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
9 
9.Lee, S. S., Hong, S. Y., Park, K. S., and Bae, K. W., “An Evaluation on the Flexural Capacity of Void Slabs with Prestressed Half PC”, Journal of Architectural Institute of Korea, Vol.28, No.2, 2012, pp.11-18.Google Search
10 
10.Mones, R. M., and Brena, S. f., “Hollow-Core Slabs with Cast-In-Place Concrete Toppings: A Study of Interfacial Shear Strength”, PCI Journal, Vol.58, No.3, 2013, pp.124-141.DOI
11 
11.Palmer, K. D., and Schultz, A. E., “Experimental Investigation of the Web-shear Strength of Deep Hollow-Core Units”, PCI Journal, Vol.56, No.3, 2011, pp.83-104.DOI
12 
12.Hawkins, N. M., and Ghosh, S. K., “Shear Strength of Hollow-Core Slabs”, PCI Journal, Vol.51, No.1, 2006, pp.110-114.Google Search
13 
13.Becker, R. J., and Buettner, D. R., “Shear Tests of Extruded Hollow Core Slabs”, PCI Journal, Vol.30, No.2, 1985, pp.40-54.DOI
14 
14.Park, K. S., Lee, S. S., and Choi, Y. C., “Evaluation on the Flexural Performance for Connections with the Inverted Rib-plus Precast Concrete Slab(RPS) to PC Beam”, Korea Institute for Structural Maintenance and Inspection, Vol.27, No.5, 2011, pp.69-76.Google Search
15 
15.Park, K. S., Lee, S. S., and Choi, Y. C., “Evaluation on the Horizontal Shear Strength of Precast Concrete Slab with the Inverted-Rib-Plus”, Journal of Architectural Institute of Korea, Vol.15, No.6, 2011, pp.156-165.DOI
16 
16.ACI Committee 318. Building Code Requirements for Reinforced Concrete and Commentary (ACI318R-11), American Concrete Institute, Detroit, 2011, pp.78-79.Google Search
17 
17.Chadwell, C., and Imbsen, R., “XTRACT: A Tool for Axial Force - Ultimate Curvature Interactions”, Conference proceeding, Structures 2004: Building on the Past, Securing the Future, May 22-26, 2004, pp.1-9, United States.DOI