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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2014-10 (Vol.26 No.5)
  4. 10.4334/JKCI.2014.26.5.573
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1.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).Google Search
2 
2.Korea Concrete Institute, Design Recommendations for Ultra-High Performance Concrete K-UHPC, KCI-M-12-003, Korea, 2012 (in Korean).Google Search
3 
3.Yang, I. H., Joh, C., Lee, J. W., and Kim, B. S., “Torsional behavior of ultra-high performance concrete squared beams,” Engineering Structures, 56, 2013, pp. 372-383.DOI
4 
4.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, Issue 3, 2013, pp. 295-304 (in Korean).DOI
5 
5.Yang, I. H., Joh, C., and Kim, B. S., “Flexural strength of large-scale ultra high performance concrete prestressed T-beams,” Canadian Journal of Civil Engineering, 38, 2011, pp. 1185-1195.DOI
6 
6.Graybeal, B. A. “Flexural Behavior of an Ultrahigh-Performance Concrete I-Girder”, Journal of Bridge Engineering ASCE, Vol. 13, Issue 6, 2008, pp. 602-610.DOI
7 
7.Graybeal, B. A. “Fatigue Response in Bridge Deck Connection Composed of Field-Cast Ultra-High- Performance Concrete”, Transportation Research Record 2251, 2011. pp. 93-100.DOI
8 
8.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.Google Search
9 
9.Harris, D. K. and Roberts-Wollmann, C. L., Characterization of the Punching Shear Capacity of Thin Ultra-High Performance Concrete Slabs, Final Report, Virginia Transportation Research Council, Charlottesville, VA, 2005.Google Search
10 
10.Naaman, A. E. and Chandrangsu, K., “Innovative Bridge Deck System Using High-Performance Fiber-Reinforced Cement Composites,” ACI Structural Journal, Vol. 101, No. 1, Jan. -Feb., 2004, pp. 57-64.Google Search
11 
11.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, Mar.-Apr. 2007, pp. 170-179.Google Search
12 
12.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.Google Search
13 
13.Ollgaard, J. G., Slutter, R. G., and Fisher, J. W., “Shear strength of stud connectors in lightweight and normal-weight concrete,” AISC Engineering Journal, Vol. 8, Issue 2, 1971, pp. 55-64.Google Search
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14.AASHTO, AASHTO LRFD Bridge Design Specifications, 4th edition. Washington, D.C. 2007.Google Search
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15.CEN. 1994-2 Eurocode 4: Design of Composite Steel and Concrete Structures, Part 2: General rules and rules for bridges. 2005.Google Search
16 
16.CEN, 1994-4-4 Eurocode 4: Design of composite steel and concrete structures, Part 1-1: General rules and rules for buildings. 2004.Google Search
17 
17.Xu, C. and Sugiura, K., “FEM analysis of failure development of group studs shear connector under effects of concrete strength and stud dimension,” Engineering Failure Analysis, in press, 10.1016/j.engfailanal.2013.02.023, available online 26 Feb. 2013.Google Search
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18.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.Google Search