JKCI
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the Korea Concrete Institute
KCI
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2020-10
(Vol.32 No.5)
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. 437-444
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. 305-314
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. 437-445
4
KCI , 2017, KCI Model Code 2017 (KCI M-18-006), Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI). 637. (In Korean)
5
Korea Agency for Technology and Standards (KATS) , 2017a, Standard Test Method for Compressive Strength of Concrete (KS F 2405), Seoul, Korea: Korea Standard Association (KSA). (In Korean)
6
Korea Agency for Technology and Standards (KATS) , 2017b, Test Pieces for Tensile Test for Metallic Materials (KS B 0801), Seoul, Korea: Korea Standard Association (KSA). (In Korean)
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Korea Agency for Technology and Standards (KATS) , 2018, Method of Tensile Test for Metallic Materials (KS B 0802), Seoul, Korea: Korea Standard Association (KSA). (In Korean)
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)
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. 565-572
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. 193-200
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. 505-512
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. 247-254
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)
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. 403-410
15
Wight J. K., MacGregor J. G., 2012, Reinforced Concrete Mechanics and Design, Prentice Hall, pp. 947-953
16
Yu S. Y., 2001, Continuity for Double Tee Slabs, Journal of the Korea Concrete Institute (In Korean), Vol. 13, No. 2, pp. 99-106
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. 774-781
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. 809-820
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. 43-54
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. 141-152