JKCI - Journal of the Korea Concrete Institute

1

ACI Committee 318 (2019) Building Code Requirements for Structural Concrete (ACI 318R-19) (Reapproved 2022). Farmington Hills, MI; American Concrete Institute (ACI).

2

Deng, M., and Ma F. (2020) Seismic Performance of Interior Precast Concrete Beam-Column Connections with Highly Ductile Fiber-Reinforced Concrete in the Critical Cast-in-Place Regions. Engineering Structures 210(6), No. 110360.

3

Dong, J., Zheng, S., Zhang, Z., and Liu, H. (2024) Experimental Study on Seismic Performance of RC beam- CFST Column Joint Combination Using ECC. Engineering Structures 312, in Press.

4

Ji, D. H., Jung. J. H., Park, W. S., Yun, H. D., and Jang, Y. I. (2013) The Influence of Pva Fiber on Flexural Yielding Coupling Beam. Proceeding of KSMI 2013 Spring Conference. 11-13 April 2013. Busan. Korea; Korea Institute for Structural Maintenance and Inspection (KSMI). 17(1), 700-701. (In Korean)

5

Kim, S. W., Park, W. S., Eom, N. Y., and Yun, H. D. (2012a) Stud Bolt Effects on the Bearing Performance of Pseudo Strain Hardening Cementitious Composite Wall-steel Coupling Beam Connections. Applied Mechanics and Materials Journal 253-255, 587-590.

6

Kim, S. W., Park, W. S., Eom, N. Y., and Yun, H. D. (2012b) The Influence on Horizontal Ties of Steel Coupling Beams. Applied Mechanics and Materials Journal 204-208, 1229-1232.

7

Kim, S. W., Park, W. S., Eom, N. Y., Yun, H. D., and Jang, Y. I. (2012c) Strain Characteristics of Hybrid Coupled Shear Wall according to Connection Details in the Panel Region. Proceeding of KCI 2012 Fall Conference. 7-9 November 2012. Muju. Korea; Korea Concrete Institute (KCI). 24(2), 63-64. (In Korean)

8

Kim, S. W., Park, W. S., Eom, N. Y., Yun, H. D., and Jang, Y. I. (2013) The Failure Mode Characteristics of Coupling Beam Connection with Panel Shear Failure. Proceeding of KCI 2013 Spring Conference. 14-18 May 2013. Yeosu. Korea; Korea Concrete Institute (KCI). 25(1), 391-392. (In Korean)

9

Kim, S. W., Park, W. S., Yun, H. D., Jang, Y. I., and Kim, K. T. (2011) Experimental Studies on Hybrid Coupled Shear Wall Connections. Proceeding of KCI 2011 Fall Conference. 9-11 November 2011. Pyeongchang. Korea; Korea Concrete Institute (KCI). 23(2), 7-8. (In Korean)

10

Kriz, L. B., and Raths, C. H. (1963) Connections in Precast Concrete Structures-Bearing Strength of Column Heads. Journal of the Prestressed Concrete Institute 8(6), 45-75.

11

Mattock, A. H., and Gaafar, G. H. (1982) Strength of Embedded Steel Sections as Brackets, ACI Journal 79(9), 83-93.

12

Park, W. S. (2005) Shear Strength of Steel Coupling Beam-Wall Connections In a Hybrid Coupled Shear Walls System. Ph.D Dissertation. 359.

13

Park, W. S., and Yun H. D. (2006) Bearing Strength of Steel Coupling Beam Connections Embedded Reinforced Concrete Shear Wall. Engineering Structures 28(9), 1319-1334.

14

Park, W. S., and Yun, H. D. (2005) Seismic Behaviour of Steel Coupling Beams Linking Reinforced Concrete Shear Walls, Journal of Engineering Structure 27(7), 77-93.

15

Park, W. S., Kim, J. E., Kim, S. W., Yun, S. H., Eom, N. Y., and Yun, H. D. (2013a) Panel Shear Strength of Steel Coupling beam-Pseudo Strain Hardening Cementitious Composite Wall Connection. Applied Mechanics and Materials Journal 328, 965-969.

16

Park, W. S., Kim, Yun, H. D., Kim, S. W., and Jang, Y. L. (2013b) Structural Performance of Hybrid Coupled Shear Wall System Considering Connection Details. KSMI Journal 16(3), 128-137.

17

Park,W. S., Kim, S. W., Eom, N. Y., Jang, Y. L., and Yun, H. D. (2015) Structural Performance of Connection between Steel Coupling Beam and Pseudo Strain-Hardening Cementitious Composites (PVA) Wall. Information Journal 18(1), 283-290.

18

PCI (2021) PCI Design handbook, 8th Edition. Illinois, USA; Precast/Prestressed Concrete Institute (PCI).

19

Seo, S. Y, Yun, H. D., and Chun, Y. S. (2017) Hysteretic Behavior of Conventionally Reinforced Concrete Coupling Beams in Reinforced Concrete Coupled Shear Wall. International Journal of Concrete Structures and Materials 11(4), 599-616.

20

Shahrooz, B. M., Fortney, P. J., and Harries, K. A. (2018) Steel Coupling Beams with A Replaceable Fuse. Journal of Structural Engineering 144 (2), 04017210.

21

Shahrooz, B. M., Remmetter, M. E., and Qin, F. (1993) Seismic Design and Performance of Composite Coupled Walls, Journal of the Structural Engineering ASCE, 119(11), 3291-3309.

22

ST (2024) National Statistical Office. https://kostat.go.kr/ansk/ Statistics Korea (ST).

23

Tan, J., Zhao, Y., Wang, Y., Liu, J., Du, N., Jian, Z., and Yuan, Z. (2023) Seismic Performance and Numerical Analysis of Steel Plate-Fiber Reinforced Concrete. Composite Coupling Beams, Structures 48, 258-274.

24

Tegos, I. A., and Penelis, G. G. (1988) Seismic Resistance of Short Columns and Coupling Beams Reinforced with Inclined Bars. ACI Structural Journal 85(1), 82-88.

25

Tian, Q., Dong, X., Jingxiong, M., Libing, Liu., Eileen, H., Menghan, W., Pingya, L., Xuezhong, Z., Li, W., and Yuanpeng, W. (2024) Enhanced Interfacial and Mechanical Properties of Basalt Fiber/Epoxy Composites via Synergistic Surface Modification. Materials Letters 375, 1-5.

26

William, A. (1979) The Bearing Capacity of Concrete Loaded Over A Limited Area (Technical Report No. 526). Cement and Concrete Association (CCA). 70-79.

27

Yoon, H. K. (2020) Seismic Performance of Steel Link Beam-Wall Connection with Reinforcement Details. Ph.D Dissertation. 27-58.

28

Yun, H. D., and Park, W. S. (2005) Seismic Behavior of Hybrid Coupled Shear Wall Depending upon the Ratios of Connection Strength to Coupling Beams Strength. Journal of the Architectural Institute of Korea 21(1), 83-90. (In Korean)

JKCIJournal of
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Journal of the Korea Concrete Institute

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JKCIJournal ofthe Korea Concrete Institute