Investigation of bond in concrete structures strengthened with near surface mounted carbon fiber reinforced polymer strips T Hassan, S Rizkalla Journal of composites for construction 7 (3), 248-257, 2003 | 461 | 2003 |
Bond mechanism of NSM FRP bars for flexural strengthening of concrete structures T Hassan, S Rizkalla ACI Structural journal 101 (6), 830-839, 2004 | 285 | 2004 |
Design recommendations for the use of FRP for reinforcement and strengthening of concrete structures S Rizkalla, T Hassan, N Hassan Progress in Structural Engineering and Materials 5 (1), 16-28, 2003 | 196 | 2003 |
Behavior of precast, prestressed concrete sandwich wall panels reinforced with CFRP shear grid. BA Frankl, GW Lucier, TK Hassan, SH Rizkalla PCI journal, 2011 | 183 | 2011 |
Flexural strengthening of prestressed bridge slabs with FRP systems T Hassan, S Rizkalla PCI journal 47 (1), 76-93, 2002 | 163 | 2002 |
Analysis and design guidelines of precast, prestressed concrete, composite load-bearing sandwich wall panels reinforced with CFRP grid. TK Hassan, SH Rizkalla PCI journal 55 (2), 2010 | 105 | 2010 |
Fibre reinforced polymer reinforcing bars for bridge decks T Hassan, A Abdelrahman, G Tadros, S Rizkalla Canadian journal of civil engineering 27 (5), 839-849, 2000 | 88 | 2000 |
Shear behavior of large concrete beams reinforced with high-strength steel TK Hassan, HM Seliem, H Dwairi, SH Rizkalla, P Zia ACI Structural Journal 105 (2), 173, 2008 | 70 | 2008 |
Flexural behavior of aged prestressed concrete girders strengthened with various FRP systems O Rosenboom, TK Hassan, S Rizkalla Construction and building materials 21 (4), 764-776, 2007 | 63 | 2007 |
Effectiveness of FRP for strengthening concrete bridges S Rizkalla, T Hassan Structural Engineering International 12 (2), 89-95, 2002 | 61 | 2002 |
FRP shear transfer mechanism for precast, prestressed concrete sandwich load-bearing panels SH Rizkalla, TK Hassan, G Lucier Special Publication 265, 603-626, 2009 | 48 | 2009 |
Female students get more marks as compared to male students: a statistical study N Hassan, T Hassan J Business Finance Affairs 5, 4-10, 2016 | 37 | 2016 |
Modeling of L-shaped, precast, prestressed concrete spandrels T Hassan, G Lucier, S Rizkalla, P Zia PCI journal 52 (2), 78, 2007 | 33 | 2007 |
Flexural performance and bond characteristics of FRP strengthening techniques for concrete structures T Hassan Ph. D. thesis, Univ. of Manitoba, Winnipeg, Man., Canada, 2002 | 23 | 2002 |
Innovative 3-D FRP sandwich panels for bridge decks T Hassan, EM Reis, SH Rizkalla Proc., 5th Alexandria Int. Conf. on Structural and Geotechnical Engineering …, 2003 | 21 | 2003 |
Splice strength of large diameter, high strength steel reinforcing bars TK Hassan, GW Lucier, SH Rizkalla Construction and Building Materials 26 (1), 216-225, 2012 | 19 | 2012 |
Bond characteristics and shear behavior of concrete beams reinforced with high-strength steel reinforcement TK Hassan, A Mantawy, J Soliman, A Sherif, SH Rizkalla Advances in Structural Engineering 15 (2), 303-318, 2012 | 16 | 2012 |
Finite element study of shear behavior of spandrel ledges and comparison with PCI shear design provisions TK Hassan Advances in Structural Engineering 10 (5), 475-485, 2007 | 13 | 2007 |
Flexural behavior of concrete beams strengthened with steel reinforced polymers N Saber, T Hassan, AS Abdel-Fayad, H Gith 4th Int. Conf. on FRP Composites in Civil Engineering, CICE, 2008 | 11 | 2008 |
Behavior of FRP sandwich panels for transportation infrastructure EM Reis, TK Hassan, SH Rizkalla, L Dickinson Advanced Composite Materials In Bridges And Structures, 2004 | 11 | 2004 |