JKCI - Journal of the Korea Concrete Institute

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1.John, H. and George, S., The Implementation of Full Depth UHPC Waffle Bridge Deck Panels, Federal Highway Administration Highways for LIFE Technology Partnerships Program, 2010.

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2.Harris, D. K. and Roberts-Wollmann, C. L., Character-ization of the Punching Shear Capacity of Thin Ultra- High Performance Concrete Slabs, Final Report, Virginia Transportation Research Council, Charlottesville, VA, 2005.

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3.Naaman, A. E. and Chandrangsu, K., “Innovative Bridge Deck System Using High-Performance Fiber-Reinforced Cement Composites,” ACI Structural Journal, Vol. 101, No. 1, 2004, pp. 57-64. (doi: http://dx.doi.org/10.14359/ 12998)

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4.Naaman, A. E., Likhitruangsilp, V., and Parra-Montesinos, G., “Punching Shear Response of High-Performance Fiber-Reinforced Cementitious Composite Slabs,” ACI Structural Journal, Vol. 104, No. 2, 2007, pp. 170-179. (doi: http://dx.doi.org/10.14359/18529)

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5.Toutlemonde, F., “Fatigue Performance of UHPFRC Ribbed Slab Applied as a Road Bridge Deck Verified According to the Eurocodes,” Proceedings of the 5th International Conference on Concrete under Severe Conditions, Tours, France, 2007, pp. 1191-1200.

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6.European Commission, EUR 25321-Prefabricated Enduring Composite Beams Based on Innovative Shear Transmission (Preco-Beam), RFSR-CT-2006- 00030, Final Report, 2009.

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7.Hegger, J., Feldmann, M., Rauscher, S., and Hechler, O., “Load-Deformation Behavior of Shear Connectors in High Strength Concrete Subjected to Static and Fatigue Loading,” IABSE Symposium Report Budapest 2006: Responding to Tomorrow’s Challenge in Structural Engineering, IABSE, 2006, pp. 17-24.

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8.Hechler, O., Berthellemy, J., Lorenc, W., Seidl, G., and Viefhues, E., “Continuous Shear Connectors in Bridge Construction,” International Conference on Composite Construction in Steel and Concrete VI, 2008, pp. 78-91.

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9.Feldman, M., Hechler O., Hegger, J., and Rauscher S., “Fatigue Behavior of Shear Connectors in High Performance Concrete,” International Conference on Composite Construction in Steel and Concrete VI, 2008, pp. 78-91.

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10.Dudziński, W., Pękalski, G., Harnatkiewicz, P., Kopczyński, A., Lorenc, W., Kożuch, M., and Rowiński, S., “Study on Fatigue Cracks in Steel-Concrete Shear Connection with Composite Dowels,” Archives of Civil and Mechanical Engineering, Vol. 11, No. 4, 2011, pp. 839-858.

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11.Korea Institute of Construction Technology (KICT), Development of Design and Construction System Technology for Hybrid Cable Stayed Bridge, KICT 2011-076, KICT, Korea, 2011 (in Korean).

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12.Korea Concrete Institute, Design Recommendations for Ultra-High Performance Concrete K-UHPC, KCI-M- 12-003, Korea, 2012 (in Korean).

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13.Yang, I. H., Joh, C., Lee, J. W., and Kim, B. S., “Torsional Behavior of Ultra-High Performance Concrete Squared Beams,” Engineering Structures, Vol. 56, 2013, pp. 372- 383. (doi: http://dx.doi.org/10.1016/j.engstruct.2013.05.027)

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14.Park, J. S., Kim, Y. J., Cho, J. R., and Jeon, S. J., “Characteristics of Strength Development of Ultra-High Performance Concrete according to Curing Condition,” Journal of the Korea Concrete Institute, Vol. 25, No. 3, 2013, pp. 295-304 (in Korean). (doi: http://dx.doi.org/ 10.4334/JKCI.2013.25.3.295)

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15.CEN, 1994-4-4 Eurocode 4: Design of Composite Steel and Concrete Structures, Part 1-1: General Rules and Rules for Buildings, 2004.

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16.CEN. 1994-2 Eurocode 4: Design of Composite Steel and Concrete Structures, Part 2: General Rules and Rules for Bridges, 2005.

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17.AASHTO, AASHTO LRFD Bridge Design Specifications, 4th Edition, Washington, D.C., 2007.

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