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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. 2020-10 (Vol.32 No.5)
  4. 10.4334/JKCI.2020.32.5.481
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References

1 
Cho G. Y., Choi C. S., 2018, Evaluation of the One-way Shear Performance for R.C. Void Slabs with Welded Wire Truss, Journal of the Korea Concrete Institute (In Korean), Vol. 30, No. 4, pp. 437-444DOI
2 
Cho G. Y., Park Y. C., Choi C. S., 2018, An Experimental Study on the One-way Shear Strength of Void Slabs with Automatic Prefabrication of Welded Wire Truss, Journal of the Korea Concrete Institute (In Korean), Vol. 30, No. 3, pp. 305-314DOI
3 
Jung M. G., Choi C. S., 2017, An Experimental Study on the Flexural Capacity of a One-way Void Slab with Removable Deck Plate, Journal of the Korea Concrete Institute (In Korean), Vol. 29, No. 5, pp. 437-445Google Search
4 
KCI , 2017, KCI Model Code 2017 (KCI M-18-006), Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI). 637. (In Korean)Google Search
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8 
Korea Agency for Technology and Standards (KATS) , 2019, Standard Test Method for Making and Curing Concrete Specimens (KS F 2403), Seoul, Korea: Korea Standard Association (KSA). (In Korean)Google Search
9 
Lee H. J., Son H. S., Cho S. H., Roh Y. S., 2018, Evaluation of Shear Behavior of One- and Two-Directional Hollow-core Slabs, Journal of the Korea Concrete Institute (In Korean), Vol. 30, No. 6, pp. 565-572Google Search
10 
Lee Y. J., Kim H. G., Kim M. J., Kim D. H., Kim K. H., 2020, Evaluation of Flexural Performance for Prestressed Concrete Hollow Core Slabs, Journal of the Korea Concrete Institute (In Korean), Vol. 32, No. 2, pp. 193-200DOI
11 
Lee Y. J., Kim H. G., Kim M. J., Lee J. S., Kim K. H., 2019, Evaluation of Structural Performance for Prestressed Concrete Hollow Core Slabs, Journal of the Korea Concrete Institute (In Korean), Vol. 31, No. 5, pp. 505-512DOI
12 
Oh Y. H., Moon J. H., Im J. H., Choi D. S., Lee K. C., 2010, Load Resistance Mechanism and Behavior Characteristics of MRS Continuous Joints, Journal of the Korea Concrete Institute (In Korean), Vol. 22, No. 2, pp. 247-254DOI
13 
PCI Industry Handbook Committee , 2017, PCI Design Handbook: Precast and Prestressed Concrete (MNL-120-17). 8th Edition, Illinois, USA; Precast/Prestressed Concrete Institute (PCI)Google Search
14 
Son H. S., Cho S. H., Roh Y. S., Yoon S. H., 2018, Evaluation on Flexural Performance of Void Slabs with Application of Buoyancy Protection Equipment for Void Foamer, Journal of the Korea Concrete Institute (In Korean), Vol. 30, No. 4, pp. 403-410DOI
15 
Wight J. K., MacGregor J. G., 2012, Reinforced Concrete Mechanics and Design, Prentice Hall, pp. 947-953Google Search
16 
Yu S. Y., 2001, Continuity for Double Tee Slabs, Journal of the Korea Concrete Institute (In Korean), Vol. 13, No. 2, pp. 99-106Google Search
17 
Yu S. Y., 2002, Evaluation on Shear Behaviors of the Dapped Ends of Domestic Composite Double Tee Slabs under the Short-Term Loading, Journal of the Korea Concrete Institute (In Korean), Vol. 14, No. 5, pp. 774-781Google Search
18 
Yu S. Y., 2008, Suggestion, Design, and Evaluation of a New Modified Double Tee Slabs, Journal of the Korea Concrete Institute (In Korean), Vol. 20, No. 6, pp. 809-820DOI
19 
Yu S. Y., Kim D. H., 1999, Evaluation on Shear Behavior of Double-tee Dap-ends with the Least Depth from Optimization Proces, Journal of the Korea Concrete Institute (In Korean), Vol. 11, No. 4, pp. 43-54Google Search
20 
Yu S. Y., Kim D. H., Ryu J. C., 1999, Evaluation on Flexural Behavior of Double-tee Slabs with the Least Depth from Optimization Process, Journal of the Korea Concrete Institute (In Korean), Vol. 11, No. 3, pp. 141-152Google Search