JKCI - Journal of the Korea Concrete Institute

1

Choi, K. H., Park, B. C., Choi, S. W., and Ryu, D. H. (2017) A Study on the Structural Performance of deck-column Joint at Flat Plate Structure Using ECC. Journal of the Korea Concrete Institute 29(2), 209-216. (In Korean)

2

Choo, B. S., Coutie, M. G., and Gong, N. G. (1991) Finite-element Analysis of Masonry Arch Bridges using Tapered Elements. In Proceedings of the Institutaion of Civil Engineers 91(2), 755-70.

3

Chung, C. H., Byun, T. K., Kim, I. G., Shin D. H., and Lee, H. J. (2017) Evaluation on Structural Performance of Joint with Asymmetric Ribbed Connection Details used in Precast Bridge Deck. Journal of the Korea Concrete Institute 29(2), 159-167. (In Korean)

4

Dey, T. K., Srivastava, I., Khandelwal, R. P., Sharma, U. K., and Chakrabarti, A. (2013) Optimum Design of FRP Rib Core Bridge Deck. Composites Part B: Engineering 45(1), 930-938.

5

Eom, G. H., Yang, D. H., Kim, S. J., and Kim, J. H. J. (2017) Flexural Behavior of RC Arch Deck Subjected to Static Loading. Journal of the Korea Concrete Institute 29(4), 371-378. (In Korean)

6

French, C. E., Shield, C. K., Klaseus, D., Smith, M., Eriksson, W., Ma, Z. J., Zhu, P., Lewis, S., and Chapman, C. E. (2011). Cast-in-place concrete connections for precast deck systems. Washington: Transportation Research Board. No. NCHRP Project 10-71.

7

Guo, T., Sause, R., Frangopol, D. M., and Li, A. (2010) Time-dependent Reliability of PSC Box-girder Bridge Considering Creep, Shrinkage, and Corrosion. Journal of Bridge Engineering 16(1), 29-43.

8

Han, M. Y., Kim, Z. K., Lee, C. D., and Bak, J. B. (2000) Development of a New Design Theory for Incrementally Prestressed Concrete Girder. Journal of the Korea Concrete Institute 12(4), 121-130. (In Korean)

9

Hordijk, P. A. (1991). Local approach to fatigue of concrete. Ph.D. Thesis. Delft University of Technology.

10

Jeong, J. P., Shin, G. O., and Kim, W. (2015) Shear Behavior of Web Element in PSC Beams Incorporated with Arch Action. Journal of The Korean Society of Civil Engineers 35(1), 85-92. (In Korean)

11

Jung, D. S. and Kim, C. Y. (2013) Finite Element Model Updating of a Simply Supported Skewed PSC I-girder Bridge using Hybrid Genetic Algorithm. KSCE Journal of Civil Engineering 17(3), 518-529.

12

Kim, M. H., Yoon, H. D., Yoo, J. C., Gang, S. C., and Kim, G. Y. (2005) The State of Research and Performance Certification for Fire Resistance of High Strength Concrete in Japan. Magazine of the Korea Concrete Institute 17(5), 69-75. (In Korean)

13

Kim, Y. (2015) Evaluation and Adjustment of Lateral Displacement of Complex-shaped RC Tall Buildings Considering the Displacement by Tilt Angle of Each Floor. Journal of the Korea Concrete Institute 27(5), 551-558. (In Korean)

14

Kim. Y. J., Kim. S. W., Kim. S. C., Jung. S. H., and Choi. M. S. (2013) Development of Concrete Technology for Super Long Span Bridge. Magazine of the Korea Concrete Institute 25(2), 39-44. (In Korean)

15

Korea Institute of Bridge and Structural Engineering (KIBSE) (2015) Korean Highway Bridge Design Code (Limit State Design) Commentary. Seoul: Geonseoljeongbosa. (In Korean)

16

Korea Standard Association (KSA) (2016) KS D3504; Steel Bars for Concrete Reinforcement. Korea: Korean Agency for Technology and Standards 1-31. (In Korean)

17

Kwon, S. J., Ryu, H. S., and Cheon, J. H. (2017) Relationship between Age and Chloride Diffusivity in Concrete for Nuclear Power Plant Considering Crack Width. Journal of the Korea Concrete Institute 29(6), 537-543. (In Korean)

18

Lee, C. H., Chin, W. J., Choi, E. S., and Kim, Y. J. (2011) An Experimental Study on the Joints in Ultra High Performance Precast Concrete Segmental Bridges. Journal of the Korea Concrete Institute 23(2), 235-244. (In Korean)

19

Magalhaes, F., Cunha, A., and Caetano, E. (2009) Online Automatic Identification of The Modal Parameters of a Long Span Arch Bridge. Mechanical Systems and Signal Processing 23(2), 316-329.

20

Mufti, A. A., Bakht, B., and Newhook, J. P. (2004) Precast Concrete Decks for deck-on-girder Systems: A New Approach. ACI Structural Journal 101(3), 395-402.

21

Naus, D. J., Oland, C. B., Ellingwood, B. R., Hookham, C. J., and Graves Iii, H. L. (1999) Summary and Conclusions of a Program Addressing Aging of Nuclear Power Plant Concrete Structures. Nuclear engineering and design 194(1), 73-96.

22

Oh, B. H. and Chae, S. T. (2001) Structural Behavior of Tendon Coupling Joints in Prestressed Concrete Bridge Girders. ACI Structural Journal 98(1), 87-95.

23

Okamoto, Y., Nakamura, S., Tanaka, H., and Moriya, Y. (2012) Study on Steel Box Girder Bridges Partly Stiffened by CFT Arch Ribs. Journal of Constructional Steel Research 70, 28-35.

24

Seol, D. H., Lee, K. C., Kim, K. H., and Youn, S. G. (2016) Development of Short-span Precast Concrete Panels for Railway Bridge. Journal of the Korea Concrete Institute 28(5), 545-553. (In Korean)

25

Taylor, D. A. (1981) Snow Loads for The Design of Cylindrical Curved Roofs in Canada, 1953-1980. Canadian Journal of Civil Engineering 8(1), 63-76.

26

Thorenfeldt, E., Tomaszewicz, A., and Jensen, J. J. (1987) Mechanical Properties of High-Strength Concrete and Application in Design. In Proceedings of the symposium utilization of high strength concrete 40, 149-159.

27

Youn, S. G. and Cho, G. D. (2011). Experimental Study on the Cracking Loads of LB-DECKs with Varied Cross-section Details. Journal of the Korea Concrete Institute 23(5), 657-665. (In Korean)

JKCIJournal of
the Korea Concrete Institute

Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.

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JKCIJournal ofthe Korea Concrete Institute

Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.

Journal Search

Journal XML

JKCIJournal of
the Korea Concrete Institute