1 |
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).
과학기술학회마을
DOI
ScienceOn
|
2 |
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).
|
3 |
Korea Concrete Institute, Design Recommendations for Ultra-High Performance Concrete K-UHPC, KCI-M-12-003, Korea, 2012 (in Korean).
|
4 |
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
ScienceOn
|
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
ScienceOn
|
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
ScienceOn
|
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.
|
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.
|
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.
|
10 |
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.
|
11 |
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.
|
12 |
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.
|
13 |
CEN, 1994-4-4 Eurocode 4: Design of composite steel and concrete structures, Part 1-1: General rules and rules for buildings. 2004.
|
14 |
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.
|
15 |
AASHTO, AASHTO LRFD Bridge Design Specifications, 4th edition. Washington, D.C. 2007.
|
16 |
CEN. 1994-2 Eurocode 4: Design of Composite Steel and Concrete Structures, Part 2: General rules and rules for bridges. 2005.
|
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.
DOI
ScienceOn
|
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.
|