-
1
-
-
85039883526
-
Developing our technology and marketing our advantages: Highlights of PCI's 49th annual convention & exhibition, PCI/FHWA international symposium on high performance concrete, and PCI national bridge conference, orlando, Florida, October 19-22, 2003
-
PCI. 2003. "Developing Our Technology and Marketing Our Advantages: Highlights of PCI's 49th Annual Convention & Exhibition, PCI/FHWA International Symposium on High Performance Concrete, and PCI National Bridge Conference, Orlando, Florida, October 19-22, 2003." PCI Journal 48 (6): 14-30.
-
(2003)
PCI Journal
, vol.48
, Issue.6
, pp. 14-30
-
-
PCI1
-
6
-
-
77955546175
-
Development of the northeast extreme tee (NEXT) beam for accelerated bridge construction
-
Culmo, Michael P., and Rita L. Seraderian. 2010. "Development of the Northeast Extreme Tee (NEXT) Beam for Accelerated Bridge Construction." PCI Journal 55 (3): 86-101.
-
(2010)
PCI Journal
, vol.55
, Issue.3
, pp. 86-101
-
-
Culmo, M.P.1
Seraderian, R.L.2
-
9
-
-
84903614570
-
Implementation of 0.7 in. Diameter strands at 2.0 × 2.0 in. Spacing in prestressed bridge girders
-
Morcous, George, Shaddi Asaad, Afshin Hatami, and Maher K. Tadros. 2014. "Implementation of 0.7 in. Diameter Strands at 2.0 × 2.0 in. Spacing in Prestressed Bridge Girders." PCI Journal 59 (3): 145-158.
-
(2014)
PCI Journal
, vol.59
, Issue.3
, pp. 145-158
-
-
Morcous, G.1
Asaad, S.2
Hatami, A.3
Tadros, M.K.4
-
10
-
-
0942302646
-
A revolution in the technique of the utilization of concrete
-
Freyssinet, Eugène. 1936. "A Revolution in the Technique of the Utilization of Concrete." Structural Engineer 14 (5): 242.
-
(1936)
Structural Engineer
, vol.14
, Issue.5
, pp. 242
-
-
Freyssinet, E.1
-
11
-
-
0942300803
-
Building code provisions for precast/prestressed concrete: A brief history
-
D'Arcy, Thomas J., George D. Nasser, and S. K. Ghosh. 2003. "Building Code Provisions for Precast/Prestressed Concrete: A Brief History." PCI Journal 48 (6): 116-124.
-
(2003)
PCI Journal
, vol.48
, Issue.6
, pp. 116-124
-
-
D'Arcy, T.J.1
Nasser, G.D.2
Ghosh, S.K.3
-
22
-
-
84874659772
-
The path to Ultra-high performance fiber reinforced concrete (UHP-FRC): Five decades of progress
-
Edited by M. Schmidt, E. Fehling, C. Giotzbach, S. Frohlish, and S. Piotrovski. Kassel, Germany: University of Kassel
-
Naaman, A. E., and K. Wille. 2012. "The Path to Ultra-High Performance Fiber Reinforced Concrete (UHP-FRC): Five Decades of Progress." In Proceedings of Hipermat 2012 3rd International Symposium on UHPC and Nanotechnology for High Performance Construction Materials. Edited by M. Schmidt, E. Fehling, C. Giotzbach, S. Frohlish, and S. Piotrovski. Kassel, Germany: University of Kassel.
-
(2012)
Proceedings of Hipermat 2012 3rd International Symposium on UHPC and Nanotechnology for High Performance Construction Materials
-
-
Naaman, A.E.1
Wille, K.2
-
23
-
-
84880290383
-
-
5th ed. Washington, DC: AASHTO
-
AASHTO (American Association of State Highway and Transportation Officials). 2010. AASHTO LRFD Bridge Design Specifications. 5th ed. Washington, DC: AASHTO.
-
(2010)
AASHTO LRFD Bridge Design Specifications
-
-
-
24
-
-
0003826055
-
-
Country Club Hills, IL: International Code Council
-
International Code Council. 2015. International Building Code. Country Club Hills, IL: International Code Council.
-
(2015)
International Building Code
-
-
-
25
-
-
84903622619
-
Transfer and development length of 0.7-in. (17.8-mm) diameter strands in pretensioned concrete bridge girders
-
Morcous, George, Kromel Hanna, and M. K. Tadros. 2010. "Transfer and Development Length of 0.7-in. (17.8-mm) Diameter Strands in Pretensioned Concrete Bridge Girders." HPC Bridge Views 64: 7-9.
-
(2010)
HPC Bridge Views
, vol.64
, pp. 7-9
-
-
Morcous, G.1
Hanna, K.2
Tadros, M.K.3
-
28
-
-
84884611225
-
Structural performance of Precast/Prestressed bridge double-tee girders made of high-strength concrete, welded wire reinforcement, and 18-mm-diameter strands
-
Maguire, Marc, G. Morcous, and M. K. Tadros. 2012. "Structural Performance of Precast/Prestressed Bridge Double-Tee Girders Made of High-Strength Concrete, Welded Wire Reinforcement, and 18-mm-Diameter Strands." Journal of Bridge Engineering 18 (10): 1053-1061.
-
(2012)
Journal of Bridge Engineering
, vol.18
, Issue.10
, pp. 1053-1061
-
-
Maguire, M.1
Morcous, G.2
Tadros, M.K.3
-
30
-
-
61349145535
-
Short-term tensile creep and shrinkage of ultra-high performance concrete
-
Garas, V. Y., L. F. Kahn, and K. E. Kurtis. 2009. "Short-term Tensile Creep and Shrinkage of Ultra-High Performance Concrete." Cement and Concrete Composites 31 (3): 147-152.
-
(2009)
Cement and Concrete Composites
, vol.31
, Issue.3
, pp. 147-152
-
-
Garas, V.Y.1
Kahn, L.F.2
Kurtis, K.E.3
-
31
-
-
0029777662
-
Behavior and design of double tees with web openings
-
Savage, J. M., M. K. Tadros, P. Arumugasaamy, and L. G. Fischer. 1996. "Behavior and Design of Double Tees with Web Openings." PCI Journal 41 (1): 46-62.
-
(1996)
PCI Journal
, vol.41
, Issue.1
, pp. 46-62
-
-
Savage, J.M.1
Tadros, M.K.2
Arumugasaamy, P.3
Fischer, L.G.4
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