1 |
Connor, A.O. and Enevoldsen, I.B. (2008), "Probability based modeling and assessment of an existing posttensioned concrete slab bridge", Eng. Struct., 30(5), 1408-1416.
|
2 |
Díaz, J., Hernandez, S., Fontan, A. and Romera, L. (2010), "A computer code for finite element analysis and design of post-tensioned voided slab bridge decks with orthotropic behaviour", Adv. Eng. Soft, 41(7-8), 987-999.
DOI
ScienceOn
|
3 |
Jaeger, L.G., Bakht, B. and Tadros, G. (1998), "Equivalent area of voided slabs", Can. J. Civil. Eng., 25(4), 797-801.
DOI
ScienceOn
|
4 |
Jauregui, D.V., Licon-Lozano, A. and Kulkarni, K. (2010), "Higher level evaluation of a reinforced concrete slab bridge", J. Bridge Eng., 15(2), 172-182.
DOI
ScienceOn
|
5 |
John, H.M. and Kurtis, D.F. (2005), Numerical Methods Using MATLAB, Prentice Hall, Englewood Cliffs, NJ.
|
6 |
Lounis, Z. and Cohn, M.Z. (1995), "Computer-aided design of prestressed concrete cellular bridge decks", Microcomput. Civil Eng., 10(1), 1-11.
DOI
|
7 |
Mari, A.R. and Montaner, J. (2000), "Continuous precast concrete girder and slab bridge decks", Proceedings of the ICE: Structures and Buildings, 140(3), 195-206.
|
8 |
O'Brien, E.J. and Keogh, D.L. (1998), "Upstand finite element analysis of slab bridges", Comput. Struct., 69(6), 671-683.
DOI
ScienceOn
|
9 |
Qaqish, M., Akawwi, E., Fadda, E. and Qaqish, M. (2009), "Comparison between computed shearing forces by AASHTO specifications and finite element method of two continuous spans of voided slab bridge", WSEAS Transactions on Information Science and Applications, 6(4), 621-636.
|
10 |
Scollard, C.R. and Bartlett, F.M. (2004), "Rehabilitation criteria for post-tensioned voided-slab bridges", Can. J. Civil. Eng., 31(6), 977-987.
DOI
ScienceOn
|
11 |
Sen, R., Issa, M. and Gergess, A. (1993), "Collapse load analysis of continuous, posttensioned voided slab bridge models", J. Struct. Eng., ASCE, 119(6), 1825-1843.
DOI
ScienceOn
|
12 |
Zhao, Z., Jiang, X.D. and Huo, D. (2007), "Single slab load analysis of pre-stressed concrete hollow slab based on destructive test", Journal of Beijing University of Technology, 33(5), 498-502. (in Chinese)
|