Mobile QR Code QR CODE
Export citation EndNote
1 
ACI 318-14 (2014) Building code requirement for structural concrete and commentary: ACI Committee 318: American Concrete Institute.Google Search
2 
Aldejohann, M. and Schnellenbach-Held, M. (2002) Investigations on the Shear Capacity of Biaxial Hollow Slabs-Test Results and Evaluation. Darmmstadt Concrete 18.Google Search
3 
Al-shaikh, A. H. and Al-Zaid, R. (1993) Effect of reinforcement ratio on the effective moment of inertia of reinforced concrete beams. ACI Structural Journal 90(2), 144-149.Google Search
4 
Branson, D. E. (1963;1965) Instantaneous and Time-Dependent Deflections of Simple and Continuous Reinforced Concrete Beams. HPR Report 7(1) Alabama-Highway Department/ U.S. Breau of Public Roads 1-78.Google Search
5 
Bresler, B. and MacGregor, J. G. (1967) Review of Concrete Beams Failing in Shear. J. Struct. Div. ASCE 93, 343-372.Google Search
6 
Chung, J. H., Choi, H. K., Lee, S. C., and Choi, C. S. (2011) An Analytical Study on the Optimal Hollow Sphere Shapes in a Biaxial Hollow Slab. Journal of the Architectural Institute of Korea, Structure a Construction 27(7), 3-10. (In Korean)Google Search
7 
Chung, J. H., Choi, H. K., Lee, S. C., and Choi, C. S. (2014) Flexural Strength and Stiffness of Biaxial Hollow Slab with Donut Type Hollow Sphere. Journal of the Architectural Institute of Korea, Structure & Construction 30(5), 3-11. (In Korean)Google Search
8 
Hong, E. A., Chung, L., Paik, I. K., Yun, S. H., and Cho, S. H. (2012) Structural Performance and Usability of Void Slab Established in T-deck Plate. Journal of the Korea Concrete Institute 24(6), 677-684. (In Korean)DOI
9 
Joo, E. H., Kim, S. M., Kang, J. Y., Kim, H. G., and Park H. G. (2011) Structural Performance Test on Installation Method of Void Former for Void Slab using Deck Plate. Journal of the Architectural Institute of Korea, Structure & Construction 27(3), 31-38. (In Korean)Google Search
10 
Jung, M. G. and Choi, C. S. (2017) Flexural Capacity of One-Way Void Slabs using removable Deck Plate M.S. Thesis. Hanyang University. (In Korean)Google Search
11 
Jung, M. G., Kim, H. H., and Choi, C. S. (2016) Flexural Capacity of One-way Void Slabs with Lightweight Eco Bean. Pro-ceeding of the Korea Concrete Institute 28(2), 159-160. (In Korean)Google Search
12 
Jung, M. G., Kim, H. H., Kim, S. C., and Choi, C. S. (2017) Effective Moment of Inertia using Lightweight Eco Bean Deck. Proceeding of the Korea Concrete Institute 29(1), 847-848. (In Korean)Google Search
13 
KCI2012 (2012) Concrete Design Code of KOREA: KCI Committee: Korea Concrete Institute. (In Korean)Google Search
14 
Kim, G. C., Seok, K. Y., and Kang, J. W. (2013) Evaluation of Flexural Performance of One-Way Voided Slabs. Journal of the Architectural Institute of Korea, Structure & Construction, 29(8), 11-18. (In Korean)Google Search
15 
Kim, S. H., Kang, I. S., and Lee, H. S. (2007) Experimental Study on the Flexural Behavior of I-Slab. Korea Concrete Institute, 5-8. (In Korean)Google Search
16 
KS D 3504 (2016) Steel bar for concrete reinforcement: Korean Agency for Technology and Standards. 1-31. (In Korean)Google Search
17 
KS F 2405 (2010) Standard test method of test for compressive strength of concrete: Korean Agency for Technology and Standards. 1-6. (In Korean)Google Search
18 
Lee, J. E., Kim, B. Y., and Jung, B. J. (2014) Evaluation of Structural Safety and Economic Feasibility for Removable Steel Plate Eco Deck Plate. Journal of the Architectural Institute of Korea, Structure & Construction 30(9), 3-10. (In Korean)Google Search
19 
Lee, W. S., Cho, S. H., Lee S. H., and Cho S. G., Chung, L. (2009) Flexural Strength and Stiffness of Hollow-core Slabs. Journal of the Architectural Institute of Korea, Structure & Con-struction 25(1), 49-56. (In Korean)Google Search
20 
Park R. (1988) Ductility evaluation from laboratory and analytical testing. Proceedings of the 9th World Conference on Earthquake Engineering 7, Tokyo-Kyoto 605-616.Google Search
21 
Park, S. W., Seok, K. Y., Kim, G. C., and Kang, J. W. (2014) A Flexural Capacity evaluation of One-way Hollow Half Slab and General Hollow Slab. Journal of the Architectural Institute of Korea, Structure & Construction 30(11), 13-20. (In Korean)Google Search