JKCI
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the Korea Concrete Institute
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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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2018-06
(Vol.30 No.3)
10.4334/JKCI.2018.30.3.305
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REF
1
ACI Committee 318 (2014) Building Code Requirement for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14). USA, MI: American Concrete Institute. 1-519.
2
Aldejohann, M. and Schnellenbach-Held, M. (2003) Investiga-tions on the Shear Capacity of Biaxial Hollow Slabs-Test Results and Evaluation. Darmstadt Concrete, 18, 1-11.
3
Aldejohann, M. and Schnellenbach-Held, M. (2005) Biaxial hollow slabs, theory and tests. Betonwerk Fertigteil-Technik 71(10), 50-59.
4
Chung, J. H. (2015) Flexural and Shear Behavior of Donut Type Voided Slabs. Ph.D. Thesis. Hanyang University.
5
Chung, J. H., Choi, K. H., Lee, S. C., and Choi, C. S., K. H. (2011) An Analytical Study on the Optimal Hollow Sphere Shapes in a Biaxial Hollow Slab. Journal of the Korea Architectural Institute 27(8), 3-10. (In Korean)
6
Chung, J. H., Lee, S. C., Choi, C. S., and Choi, K. H. (2012) One-Way Shear Strength of Donut Type Biaxial Hollow Slab Considered Hollow Shapes and Materials. Journal of the Korea Concrete Institute 24(4), 391-398. (In Korean)
7
Comite Euro-international Du Beton (1993) CEB-FIP Model Code 1990. Thomas Telford.
8
Jung, M. G. and Choi, C. S. (2017) An Experimental Study on the Flexural Capacity of a On-way Void Slab with Remo-vable Deck Plate. Journal of the Korea Concrete Institute 29(5), 437-445. (In Korean)
9
Kang, J. Y., Kim, H. G., Joo, E. H., Kim, S. M., Kim, H. S., and Shin, Y. S. (2011) Experimental Studies on the Construction Me-thods. Korea Architectural Institute Spring, 15-16. (In Korean)
10
Kani, G. N. J. (1964) The Riddle of Shear Failure and Its Solution. ACI Structural Journal 61(28), 441-467.
11
Kani, G. N. J. (1966) Basic Facts Concerning Shear Failure. ACI Structural Journal 63(32), 675-691.
12
KBC (2016) Korean Building Code and Commenatary. Korea Archtecural Institute. 1-1221. (In Korean)
13
KCI (2012) Concrete Design Code-2012. Korea Concrete Institute. 1-342. (In Korean)
14
Kim, S. M., Jang, T. Y., and Kin, S. S. (2009) Structural Perfor-mance Tests of Two-Way Void Slabs. Journal of the Korea Architectural Institute 25(8), 35-42. (In Korean)
15
KS B 0801 (2007) Test pieces for tensile test for metallic materials. Korean Agency for Technology and Standards. 1-14. (In Korean)
16
KS B 0802 (2008) Method of tensile test for metallic materials. Korean Agency for Technology and Standards. 1-6. (In Korean)
17
KS D 3504 (2016) Steel Bars for Concrete Reinforcement. Korean Agency for Technology and Standards. 1-31. (In Korean)
18
KS D 3552 (2014) Low Carbon Steel Wires. Korean Agency for Technology and Standards. 1-17. (In Korean)
19
KS F 2405 (2010) Standard Test Method of Test for Compressive Strength of Concrete. Korean Agency for Technology and Standards. 1-6. (In Korean)
20
Lee, J. E., Kim, B. Y., and Jung, B. J. (2014) Evaluation of Structural and Economic Feasibility for Removal Steel Plate Eco Deck Plate. Journal of the Korea Architectural Institute 30(9), 3-10. (In Korean)
21
Lee, J. E., Lee, Y. J., Lee, S. K., and Jung, B. J. (2013) An Expe-rimental Study for the Evaluation of the Structural Behavior Eco Deck Plate. Journal of the Korea Institute for Structural Maintenance and Inspection 17(5), 40-48. (In Korean)
22
Leondardt, F. (1965) Reducing the Shear Reinfor-ce-ment in Reinforced Concrete Beams and Slabs. Magazine of Cocrete Research 17(53), 187-198.
23
Zsutty, T. C. (1968) Beam Shear Strength Prediction by Analysis of Existing Data. ACI Structural Journal, Proceedings 65(11).