JKCI - Journal of the Korea Concrete Institute

1

Francis, P. (2018) The Influence of Shear Connection Strength and Stiffness on the Resistance of Steel-concrete Composite Sandwich Panels to Out-of-plane Forces. University of Surrey (UK).

2

Hillerborg, A. (1985) The Theoretical Basis of a Method to Determine the Fracture Energy GF of Concrete. Materials and Structures 18, 291-296.

3

Hwang, D. A., Hwang, W. S., Ham, J. S., and Jeong, J. I. (2016) An Analytical Study on the Strength Behavior of Column- Foundation Connection with High Tension Bolts. Journal of Korean Society of Steel Construction 28(2), 121-128. (In Korean)

4

Kenarangi, H., and Bruneau, M. (2019) Experimental Study on Composite Action in Reinforced Concrete-Filled Steel-Tube Shaft Foundations. Journal of Bridge Engineering 24(7), 04019060.

5

Kim, H. J., Ham, J. S., Chung, J.-I., and Hwang, W.-S. (2014a) A Study on Behavioral Characteristics of Inner Reinforced CFT Column-to-Foundation Connections. Journal of the Korean Society for Advanced Composite Structures 5(4), 36-43. (In Korean)

6

Kim, H. J., Ham, J. S., Yang, S. D., and Hwang, W. S. (2012) An Experimental Study for Improvement of Joint Detail of Steel Pier - Foundation. Journal of Korean Society of Steel Construnction 24(5), 494-501. (In Korean)

7

Kim, J. Y., Kim, K. D., Ma, H. W., and Chung, C.-H. (2014b) Seismic Performance of Column-Footing Connection of Modular Pier Using CFT. Journal of the Korean Society of Civil Engineers 34(1), 73-85. (In Korean)

8

Kim, Y. A., and Kim, J.-K. (2022) Evaluation of Prestress Loss of Steel Box Girder Reinforced with Prestressed CFT Due to Creep. Journal of Korean Society of Steel Construction 34(6), 383-392. (In Korean)

9

KSSC (2020) Development of Circular CFT Piers Design Guidelines for Bridges. Seoul, Korea: Korean Society of Steel Construction (KSSC). (In Korean)

10

Lee, H.-L., Kim, H.-J., and Hwang, W.-S. (2011) Behavior of the Foundation of Concrete Filled Steel Tubular Pier. Journal of the Computational Structural Engineering Institute of Korea 24(5), 491-498. (In Korean)

11

Lee, P.-G., Park, C.-H., and Jung, E. (2013) R&D in Modular Bridges. Magazine of the Korea Concrete Institute 25(2), 16-20. (In Korean)

12

MLIT (2016) Design Standards for Railway Structures, etc. Japan: Maruzen Publising. Ministry of Land, Infrastructure, Transport and Tourism (MLIT) Railway Bureau, Railway Technology Research Institute (RTRI). (In Japanese)

13

MOLIT (2018) Design Criteria for Steel Structural Members (Load and Resistance Factor Design Method) (KDS 14 31 10). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)

14

MOLIT (2021) Korean Concrete Bridge Design Code (Limit State Design) (KDS 24 14 21). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)

15

Moon, J., Ko, H., and Lee, H.-E. (2012) Development of Non- linear Element Modeling Techniques for Circular Concrete- filled Tube (CFT). Journal of the Korean Society of Civil Engineers 32(3A), 139-148. (In Korean)

16

Moon, J., Lehman, D. E., Roeder, C. W., and Lee, H. E. (2013) Evaluation of Embedded Concrete-filled Tube (CFT) Column-to-foundation Connections. Engineering Structures 56, 22-35.

17

Park, K. S., Moon, J., Lee, S. S., Bae, K. W., and Roeder, C. W. (2016) Embedded Steel Column-to-foundation Connection for a Modular Structural System. Engineering Structures 110, 244-257.

18

Takano, H., Yishibashi, T., Gamata, N., and Kinoshita, M. (1996) Experimental Study on Column-Pile Joint Made of Steel Pipe Filled with Reinforced Concrete. Proceedings of the Japan Concrete Institute 18(2), 1301-1306. (In Japanese)

19

Won, D., Lee, J.-H., Meng L.-Y., and Kang, Y.,-J. (2016) Experimental Study on Column-Foundation Connection of Composite Hollow RC Column. Journal of the Korean Society of Hazard Mitigation 16(1), 169-178. (In Korean)

20

WSDOT (2021) Bridge Design Manual LRFD. Olympia, WA: Washington Dept. of Transportation (WSDOT).

21

Zhang, G., Han, Q., Xu, K., Du, X., and He, W. (2021) Experimental Investigation of Seismic Behavior of UHPC-filled Socket Precast Bridge Column-foundation Connection with Shear Keys. Engineering Structures 228, 111527.

JKCIJournal of
the Korea Concrete Institute

Journal of the Korea Concrete Institute

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JKCIJournal ofthe Korea Concrete Institute