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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2013-04 (Vol.25 No.2)
  4. 10.4334/JKCI.2013.25.2.155
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1 
1.Aldejohann, M. and Schnellenbach-Held, M., “Investigations on the Shear Capacity of Biaxial Hollow Slabs-Test Results and Evaluation,” Darmstadt Concrete, Vol. 18, 2003, pp. 1-11.
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2.Chung, J. H., Choi, H. K., Lee, S. C., and Choi, C. S., “An Analytical Study on the Optimal Hollow Spheres in a Biaxial Hollow Slab,” Journal of Architectural Institute of Korea, Vol. 27, No. 7, 2011, pp. 3-10.
3 
3.Kim, B. H., Chung, J. H., Choi, H. K., Lee, S. C., and Choi, C. S., “Flexural Capacities of One-Way Hollow Slab with Donut Type Hollow Sphere,” Key Engineering Materials, Vol. 452-453, 2010, pp. 773-776.
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4.Chung, J. H., Choi, H. K., Lee, S. C., and Choi, C. S., “Shear Capacity of Biaxial Hollow Slab with Donut Type Hollow Sphere,” Procedia Engineering, Vol. 14, 2011, pp. 2219-2222. (doi: http://dx.doi.org/10.1016/j.proeng. 2011.07.279)
5 
5.Chung, J. H., Choi, H. K., Lee, S. C., and Choi, C. S., “Experimental Study about Punching Shear Strength of Biaxial Hollow slab with Donut type Hollow Sphere,” Proceedings of the Korea Concrete Institute, Vol. 22, No. 1, 2010, pp. 59-60.
6 
6.Dr. lng. Ralf Avak, “Topic: Bubble Deck-a New Type of Hollow-Body Ceiling,” Report No. 9919586, Institute of Concrete, Denmark, 2001, pp. 6-9.
7 
7.KS F 2441, “Standard Test Method for Comparing Concrete on the Basis of the Bond Developed with Reinforcing Steel,” Korean Agency for Technology and Standards, 2010, pp. 1-7.
8 
8.Azizinamini, A., Stark, M., Roller, J. J., and Ghosh, S. K., “Bond Performance of Reinforcing Bars Embedded in High-Strength Concrete,” ACI Structural Journal, Vol. 90, No. 5, 1993, pp. 554-561.
9 
9.Rilem-Fip-Ceb, “Bond Test for Reinforcing Steel: 1-Beam Test (7-II-28 D). 2-Pullout Test (7-II-128): Tentative Recommendations,” Materials and Structures, Vol. 6, No. 32, 1973, pp. 96-105.