1 Angel, C. Aparicio, "Testing of externally prestressed concrete beams" 24 (24): 73-84, 2002
2 Choy, S.C., "Shear strength of prestressed concrete encased steel beams with bonded tendons" 543-549, 2002
3 Zhongguo (John) Ma, "Optimized post-tensioning anchorage in prestressed concrete I-beams" 56-73, 1999
4 Fanning, P.J., "Non-linear finite element analysis of semi-rigid bolted end-plate connections, In: Proc Fifth International Conference on Computational Structures Technology" 397-403, 2000
5 Tie-jiong, Lou, "Finite element modeling of concrete beams prestressed with external tendons" 28 (28): 1919-1926, 2006
6 Jung, J.W., "Finite element analysis of tapered steel and Fiber-Reinforced Plastic Bridge Camera Poles" 611-617, 2006
7 Kim, J., "Finite element analysis and modeling of structure with bolted joints" 31 : 895-911, 2007
8 Angel, C. Aparicio, "Externally prestressed high strength concrete viaduct" 5 (5): 337-343, 2000
9 Shiming Chen, "Experimental study of prestressed steel-concrete composite beams with external tendons for negative moments" 61 (61): 1613-1630, 2005
10 M.A.McNeff P.E., "Calculating service moment capacity of anchor bolted connections. ASCE Practice periodical on Structural Design and Construction, 4CD"
1 Angel, C. Aparicio, "Testing of externally prestressed concrete beams" 24 (24): 73-84, 2002
2 Choy, S.C., "Shear strength of prestressed concrete encased steel beams with bonded tendons" 543-549, 2002
3 Zhongguo (John) Ma, "Optimized post-tensioning anchorage in prestressed concrete I-beams" 56-73, 1999
4 Fanning, P.J., "Non-linear finite element analysis of semi-rigid bolted end-plate connections, In: Proc Fifth International Conference on Computational Structures Technology" 397-403, 2000
5 Tie-jiong, Lou, "Finite element modeling of concrete beams prestressed with external tendons" 28 (28): 1919-1926, 2006
6 Jung, J.W., "Finite element analysis of tapered steel and Fiber-Reinforced Plastic Bridge Camera Poles" 611-617, 2006
7 Kim, J., "Finite element analysis and modeling of structure with bolted joints" 31 : 895-911, 2007
8 Angel, C. Aparicio, "Externally prestressed high strength concrete viaduct" 5 (5): 337-343, 2000
9 Shiming Chen, "Experimental study of prestressed steel-concrete composite beams with external tendons for negative moments" 61 (61): 1613-1630, 2005
10 M.A.McNeff P.E., "Calculating service moment capacity of anchor bolted connections. ASCE Practice periodical on Structural Design and Construction, 4CD"
11 Bahaari, M.R., "Behaviour of eight-bolt large capacity end plate connections" 77 (77): 315-325, 2000
12 Ayaho Miyamoto Katsuji Tei, "Behavior of prestressed beam strengthened with external tendons" 126 (126): 1033-1044, 2000
13 "ANSYS 6.0 Theory and Reference Manual"
14 Christoph Czaderski, "40-Year-old full-scale concrete bridge girder strengthened with prestressed CFRP plates anchored using gradient method" 38 (38): 878-886, 2007