1 |
Sieffert, Y., Michel, G., Ramondenc, P. and Jullien, J.F. (2006), "Effects of the diaphragm at midspan on static and dynamic behaviour of composite railway bridge: a case study", Eng. Struct., 28(11), 1543-1554.
DOI
ScienceOn
|
2 |
Wong, K. (2006), "Criticality and vulnerability analyses of Tsing Ma bridge", Proceedings of the International Conference on Bridge Engineering, Hong Kong, China.
|
3 |
Xia, H., Xu, Y. and Chan, T.H.T. (2000), "Dynamic interaction of long suspension bridges with running trains", J. Sound Vib., 237(2), 263-280.
DOI
|
4 |
Xia, H., Zhang, N. and Guo, W. (2006), "Analysis of resonance mechanism and conditions of train-bridge system", J. Sound Vib., 297(3), 810-822.
DOI
ScienceOn
|
5 |
AASHTO (2007), AASHTO LRFD bridge design specifications, American Association of State Highway and Transportation Officials, Washington, D.C.
|
6 |
ACI Committee (2005), Building Code Requirements for Structural Concrete and Commentary (ACI 318M-05), An ACI Standard, American Concrete Institute.
|
7 |
Aflatooni, M., Chan, T.H.T. and Thambiratnam, D.P. (2014), "Synthetic rating procedures for rating railway bridges", J. Bridge Eng., doi: 10.1061/(ASCE)BE.1943-5592.0000623.
DOI
|
8 |
Aflatooni, M., Chan, T.H.T., Thambiratnam, D.P. and Thilakarathna, I. (2012), "Classification of railway bridges based on criticality and vulnerability factors", Paper presented at the ASEC Australian Structural Engineering Conference, Perth.
|
9 |
Aflatooni, M., Chan, T.H.T., Thambiratnam, D.P. and Thilakarathna, I. (2013), "Synthetic rating system for railway bridge management", J. Civil Struct. Hlth. Monit., 3(2), 81-91.
DOI
|
10 |
Agrawal, A.K., Kawaguchi, A. and Chen, Z. (2010), "Deterioration rates of typical bridge elements in New York", J. Bridge Eng., 15, 419-429.
DOI
|
11 |
AISC American Institute of Steel Construction (2005), Specification for Structural Steel Buildings, USA.
|
12 |
Catbas, N.F., Susoy, M. and Frangopol, D.M. (2008), "Structural health monitoring and reliability estimation: Long span truss bridge application with environmental monitoring data", Eng. Struct., 30(9), 2347-2359.
DOI
|
13 |
Bridge Inspection Committee (2010), Washington State Bridge Inspection Manual, Washington State Department of Transportation Administrative and Engineering Publications, Washington.
|
14 |
Austroads (2004), Guidelines for Bridge Management Structure Information, Austroads Incorporated, Sydney, Australia.
|
15 |
Bathe, K.J. (1982), Finite element procedures in engineering analysis, Prentice-Hall, Englewood Cliffs, N.J.
|
16 |
Chan, T.H.T. and O'Connor, C. (1990), "Vehicle model for highway bridge impact", J. Struct. Eng., 116(7), 1772-1793.
DOI
|
17 |
Chan, T.H.T. and Thambiratnam, D.P. (2011), Structural Health Monitoring in Australia, Nova Science Publishers, Hauppauge NY, Brisbane, Australia.
|
18 |
Chan, T.H.T., Yu, L., Yung, T.H. and Chan, J.H.F. (2003a), "A new bridge-vehicle system - part II:Parametric study", Struct. Eng. Mech., 15(1), 21-38.
DOI
|
19 |
Chan, T.H.T., Yu, L., Yung, T.H. and Chan, J.H.F. (2003b), "A new bridge-vehicle system part I:formulation and validation", Struct. Eng. Mech., 15(1),1-19.
DOI
|
20 |
Cheng, Y., Au, F. and Cheung, Y. (2001), "Vibration of railway bridges under a moving train by using bridge-track-vehicle element", Eng. Struct., 23(12), 1597-1606.
DOI
|
21 |
Fryba, L. (1996), Dynamics of Railway Bridges, T. Telford, New York.
|
22 |
Fryba, L. (1999), Vibration of solids and structures under moving loads, Thomas Telford, London.
|
23 |
Kwark, J.W., Choi, E.S., Kim, Y.J., Kim, B.S. and Kim, S.I. (2004), "Dynamic behavior of two-span continuous concrete bridges under moving high-speed train", Comput. Struct., 82(4-5), 463-474.
DOI
|
24 |
Hilber, H.M., Hughes, T.J. and Taylor, R.L. (1977), "Improved numerical dissipation for time integration algorithms in structural dynamics", Earthq. Eng. Struct. Dyn., 5(3), 283-292.
DOI
|
25 |
Imam, B.M., Righiniotis, T.D. and Chryssanthopoulos, M.K. (2008), "Probabilistic fatigue evaluation of riveted railway bridges", J. Bridge Eng., 13, 237.
DOI
ScienceOn
|
26 |
Kim, S.I. (2011), "Experimental evaluations of track structure effects on dynamic properties of railway bridges", J. Vib. Control., 17(12), 1817-1826.
DOI
|
27 |
Lee, C.H., Kawatani, M., Kim, C.W., Nishimura, N. and Kobayashi, Y. (2006), "Dynamic response of a monorail steel bridge under a moving train", J. Sound Vib., 294(3), 562-579.
DOI
|
28 |
Liu, K., De Roeck, G. and Lombaert, G. (2009), "The effect of dynamic train-bridge interaction on the bridge response during a train passage", J. Sound Vib., 325(1-2), 240-251.
DOI
|
29 |
Majka, M. and Hartnett, M. (2008), "Effects of speed, load and damping on the dynamic response of rail way bridges and vehicles", Comput. Struct., 86(6), 556-572.
DOI
|
30 |
Memory, T.J., Thambiratnam, D.P. and Brameld, G.H. (1995), "Free vibration analysis of bridges", Eng. Struct., 17(10), 705-713.
DOI
|
31 |
Polepeddi, R. and Mohammadi, J. (2000), "Bridge Rating with Consideration for Fatigue Damage from Overloads", J. Bridge Eng., 5(3), 259.
DOI
|
32 |
Senthilvasan, J., Thambiratnam, D.P. and Brameld, G.H. (2002). "Dynamic response of a curved bridge under moving truck load", Eng. Struct., 24(10), 1283-1293.
DOI
|
33 |
AS5100. 7. (2006), Bridge design Part 7: Rating of existing bridges-Commentary (Supplement 1 to AS 5100.7-2004), Standards Australia, Sydney, Australia.
|