1 |
Vincent, Rand Ferro, A. (2004), "A new orthotropic bridge deck: design, fabrication and construction of the shenley bridge incorporating an SPS orthotropic bridge deck", 2004 International Orthotropic Bridge Conference, Sacramento, California, USA
|
2 |
Pfeil, M.S., Battista, R.C. and Mergulhao, A.J.R. (2005), "Stress concentration in steelbridge orthotropic decks", Journal of Constructional Steel Research, 61(8), 1172-1184.
DOI
ScienceOn
|
3 |
Ogawa, K., Shimodoi, H. and Oryu, T. (2002), "Aerodynamic characteristics of a 2-boxgirder section adaptable for a super-long span suspension bridge", Journal of Wind Engineering and Industrial Aerodynamics, 90(12-15), 2033-2043.
DOI
ScienceOn
|
4 |
Kim, H.H. and Shim, C.S. (2009), "Experimental investigation of double composite twin-girder railway bridges", Journal of Constructional Steel Research, 65(6), 1355-1365.
DOI
ScienceOn
|
5 |
Freitas, S.T.D., Kolstein, H. and Bijlaard, F. (2010), "Composite bonded systems for renovations of orthotropic steel bridge decks", Composite Structures, 92(4), 853-862.
DOI
ScienceOn
|
6 |
Medani, T.O. (2006), "Design principles of surfacings on orthotropic steel bridge decks", PhD Thesis, Delft University of Technology, Delft, The Netherlands.
|
7 |
Larsena, A., Savageb, M., Lafreniereb, A., Hui, M.C.H. and Larsen, S.Y. (2007), "Investigation of vortex response of a twinbox bridge section at high and low Reynolds numbers", Journal of Wind Engineering and Industrial Aerodynamics, 96(6-7), 934-944.
|
8 |
Xiong, W, Xiao, R. C., Deng, L. and Cai, C.S. (2010), "Methodology of long-term real-time condition assessment for existing cable-stayed bridges", Advances in Structural Engineering, 13(1), 111-125.
DOI
ScienceOn
|
9 |
Overduin, L., Romeijn, A. and Kolstein, M.H. (1999), "Modelling of bridge deck systems for orthotropic steel bridges", Proceedings National Conference on ComputationalMmechanics, VoIos, Greece.
|
10 |
Gimsing, N.J. (1997), Cable-Supported bridges, 2nd edition, John Wiley & Sons, New York, USA
|
11 |
AASHTO LRFD Bridge Design Specifications (2004), Association of state highway and transportation officials, Washington, DC, U.S.A.
|
12 |
Xiong, W,, Cai, C.S., Zhang, Y. and Xiao, R.C. (2011), "Study of super long span cable-stayed bridges with CFRP components", Engineering Structures, 33(2), 330-343.
DOI
ScienceOn
|
13 |
JTG D60-2004 (2004), "General Code for Design of Highway Bridges and Culverts", China Communications Press, Beijing, China.
|
14 |
JTG D62-2004 (2004), "Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts", China Communications Press, Beijing, China.
|
15 |
Razagpur, A.G. and Li, H.G (1991), "A finite element with exact shape functions for shear lag analysis in multi-cell box girders", Computers and Structures, 39(1-2),155-163.
DOI
ScienceOn
|
16 |
Ito, M. (1996), "Cable-supported steel bridges: design problems and solutions", Journal of Constructional Steel Research, 39(1), 69-84.
DOI
ScienceOn
|
17 |
Simoes, L.M.C. and Negrao, J.H.J.O. (2000), "Optimization of cable-stayed bridges with box-girder decks", Advances in Engineering Software, 31(6), 417-423.
DOI
ScienceOn
|
18 |
Klowak, C.S. and Mufti, A.A. (2009), "Behaviour of bridge deck cantilever overhangs subjected to a static and fatigue concentrated load", Construction and Building Materials, 23(4),1653-1664.
DOI
ScienceOn
|
19 |
Luo, Q.Z., Wu, Y.M., Li, Q.S., Tang, J., and Liu, G.D. (2004), "A finite segment model for shear lag analysis", Engineering Structures, 26(14), 2113-2124.
DOI
ScienceOn
|