JKCI - Journal of the Korea Concrete Institute

1

Aghdam, P. P., Parent, S., and Roy, N. (2023) A Review of Structural Behavior and Composite Action Between the Steel Beams and Concrete Slabs. Proceedings of the Canadian Society of Civil Engineering Annual Conference, Canada, 497-517.

2

ASTM A615/A615M-24 (2024) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement. West Conshohocken, PA; ASTM International.

3

Cho, C. G., Kappos, A., Moon, H. J., and Lim, H. J. (2015) Experiments and Failure Analysis of SHCC and Reinforced Concrete Composite Slabs. Engineering Failure Analysis 56, 320-331.

4

Derkowski, W., and Skalski, P. (2017) New Concept of Slimfloor with Prestressed Composite Beams. Procedia Engineering 193, 176-183.

5

Han, S. W., Moon, K. H., Kang, D. H., Im, J. H., and Kim, Y. N. (2014) Evaluation of Shear Strength of Precast-prestressed Hollow Core Slabs Based on Experiments. Journal of the Korea Concrete Institute 26(5), 635-642. (In Korean)

6

Ibrahim, I. S., Elliott, K. S., Abdullah, R., Kueh, A. B. H., and Sarbini, N. N. (2016) Experimental Study on the Shear Behaviour of Precast Concrete Hollow Core Slabs with Concrete Topping. Engineering Structures 125, 80-90.

7

Jang, H. J., Kim, S. D., Ju, Y. K., and Kim, S. M. (2011) An Evaluation on the Shear Capacity of Void Slabs with Prestressed Half PC. Journal of the Korean Society of Hazard Mitigation 11(4), 9-15. (In Korean)

8

KCI (2022) Design Standard of Reinforced Concrete (KDS 14 20 00). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). (In Korean)

9

Kim, H. Y., Lee, H. J., Yang, K. H., and Kwon, S. J. (2013) Numerical Compressive Toughness of Steel Fiber-Based Reinforced Concrete with Various Densities. ACI Materials Journal 120(6), 61-70.

10

Kim, S. M., Joo, E. H., Kang, J. Y., Kim, S. 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 27(3), 31-38. (In Korean)

11

Lee, D. H., Park, M. K., Oh, J. Y., Kim, K. S., Im, J. H., and Seo, S. Y. (2014) Web-Shear Capacity of Prestressed Hollow-Core Slab Unit with Consideration on the Minimum Shear Reinforcement Requirement. Computers and Concrete 14(3), 211-231.

12

Lee, H. J., and Yang, K. H. (2023) Compressive and Flexural Toughness Indices of Lightweight Aggregate Concrete Reinforced with Micro-Steel Fibers. Construction and Building Materials 401, 1-10.

13

Lee, J. D., Yoon, J. K., and Kang, T. H. K. (2016) Combined Half Precast Concrete Slab and Post-Tensioned Slab Topping System for Basement Parking Structures. Journal of Structural Integrity and Maintenance 1(1), 1-9.

14

Lee, K. S., Kim, D. K., Choi, J. S., and Shin, S. W. (1994) Interface Shear Strength in Half Precast Concrete Slab. Magazine of the Korea Concrete Institute 6(4), 161-168. (In Korean)

15

Lee, S. S., Hong, S. Y., Park, K. S., and Bae, K. W. (2013) Evaluation of Shear Strength of Composite Hollow Core Slab with Concrete Topping. Journal of the Architectural Institute of Korea 29(7), 47-54. (In Korean)

16

Lee, W. S., Cho, S. H., Lee S. H., Cho, S. G., and Chung, L. (2009) Flexural Strength and Stiffness of Hollow-core Slabs. Journal of the Architectural Institute of Korea Structure and Construction 25(1), 49-56. (In Korean)

17

Mattock, A. H. (1967) Discussion of ‘Rotational Capacity of Reinforced Concrete Beams’ by W. G. Corley. Journal of the Structural Division (ASCE) 93(2), 519-522.

18

Menegotto, M., and Pinto, P. E. (1973) Method of Analysis for Cyclically Loaded Reinforced Concrete Plane Frames. Preliminary Report for IABSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads 13, 15-55.

19

Mun, J. H., Yang, K. H., and Byun, H. Y. (2011) The Effect of Mild Tensile Reinforcement and Effective Prestress on the Flexural Performance of the Prestressed Lightweight Concrete Beams with Unbonded Tendons. Journal of the Korea Concrete Institute 23(5), 617-626. (In Korean)

20

Park, M. K., Lee, D. H., Yang, Y. G., Zhang, D., and Kim, K. S. (2022) Composite Performance of Prestressed Hollow-Core Slabs with Cast-in-Place Topping Concrete. ACI Structural Journal 119(3), 153-164.

21

Park, R., and Paulay, T. (1975) Reinforced Concrete Structure. New Jersey, USA: Wiley Interscience Publication. 196-199.

22

Park, S. W. (2016) An Experimental Study on the Flexural Capacity of Hollow Core Half Slabs. Ph.D. Thesis. Yeungnam University. (In Korean)

23

PCI (2014) Bridge Design Manual 3rd Edition. Chicago, USA; Precast/Prestressed Concrete Institute (PCI).

24

Sim, J. I., and Yang, K. H. (2011) Mechanical Properties of Lightweight Aggregate Concrete according to the Substitution Rate of Natural Sand and Maximum Aggregate Size. Journal of the Korea Concrete Institute 23(5), 551-558. (In Korean)

25

Siswosukarto, S. (2013) Semi Precast Slab as an Alternative Method To Promote Green Construction in Residential Projects. Proceedings of the 6th Civil Engineering Conference in Asia Region: Embracing the Future through Sustainability, Jakarta, 1-7.

26

Yang, K. H., Moon, J. H., and Byun, H. Y. (2011) Effect of Partial Prestressing Ratio and Effective Prestress on the Flexural Behavior of Prestressed Lightweight Concrete Beams. Journal of the Korea Concrete Institute 23(1), 39-48. (In Korean)

27

Yang, K. H., Mun, J. H., and Lee, J. S. (2014b) Flexural Tests on Pre-Tensioned Lightweight Concrete Beams. Structures and Buildings 167(4), 203-216.

28

Yang, K. H., Mun, J. H., Cho, M. S., and Kang, T. H. K. (2014a) Stress-Strain Model for Various Unconfined Concretes in Compression. ACI Structural Journal 111(4), 819-826.

29

Yoon, S. W., Seok, K. Y., Kim, G. C., and Kang, J. W. (2014) Shear Performance Analysis of One-way Hollow Slab According to Shear Reinforcement. Journal of the Korea Institute for Structural Maintenance and Inspection 18(6), 97-104. (In Korean)

30

Zając, J., Drobiec, Ł., Jasiński, R., Wieczorek, M., Mazur, W., Grzyb, K., and Kisiołek, A. (2021) The Behaviour of Half-Slabs and Hollow Core Slab in Four-Edge Supported Conditions. Applied Sciences 11(21),1-28.

JKCIJournal of
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Journal of the Korea Concrete Institute

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JKCIJournal ofthe Korea Concrete Institute