1 |
Manalo, A., Aravinthan, T., Karunasena, W. and Ticoalu, A. (2010), "A review of alternative materials for replacing existing timber sleepers", Compos. Struct., 92(3), 603-611.
DOI
|
2 |
Mashhadi, J. and Saffari, H. (2016), "Effects of damping ratio on dynamic increase factor in progressive collapse", Steel Compos. Struct., Int. J., 22(3), 677-690.
DOI
|
3 |
Matias, S. (2015), "Numerical modelling and design of slab tracks-Comparison with ballasted tracks", University of Lisbon, Portugal.
|
4 |
Max Bogl, FFB slab track BOGL. Available at: https://max-boegl.de/en (Accessed on 1st July 2016)
|
5 |
Mello, A.V.de A., da Silva, J.G.S., Vellasco, P.C.G.da S., de Andrade, S.A.L. and de Lima, L.R.O. (2008), "Modal analysis of orthotropic composite floors slabs with profiled steel decks", Latin Am. J. Solids Struct., 5(1), 47-73.
|
6 |
Mirza, O., Kaewunruen, S., Kwok, K. and Giffins, D. (2016), "Design and modelling of pre-cast steel-concrete composites for resilient railway track slabs", Steel Compos. Struct., Int. J., 22(3), 537-565.
DOI
|
7 |
Moon, J., Ko, H.J., Hyun Sung, I. and Lee, H-E. (2015), "Natural frequency of a composite girder with corrugated steel web", Steel Compos. Struct., Int. J., 18(1), 255-271.
DOI
|
8 |
Peng, D., Wei, Z. and Liu, J. (2012), "The exploration and research of CRTS I slab ballastless track used in the freight lines", Appl. Mech. Mater., 253, 2031-2034.
|
9 |
Perkins, N.C. and Mote, Jr. (1986), "Comments on curve veering in eigenvalue problems", J. Sound Vib., 106(3), 451-463.
DOI
|
10 |
Remennikov, A.M. and Kaewunruen, S. (2008), "A review of loading conditions for railway track structures due to train and track vertical interaction", Struct. Control Health Monitor., 15(2), 207-234.
DOI
|
11 |
Remennikov, A.M., Murray, M.H. and Kaewunruen, S. (2012), "Reliability based conversion of a structural design code for prestressed concrete sleepers", Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 226(2), 155-173.
DOI
|
12 |
ACP Composites (2016), High modulus carbon fibre. Available at: http://www.acpsales.com/home.html (Accessed on 1st July 2016)
|
13 |
Altoubat, S., Ousmane, H. and Barakat, S. (2015), "Effect of fibers and welded-wire reinforcements on the diaphragm behavior of composite deck slabs", Steel Compos. Struct., Int. J., 19(1), 153-171.
DOI
|
14 |
Attia, A., Tounsi, A., Adda Bedia, E.A. and Mahmoud, S.R. (2015), "Free vibration analysis of functionally graded plates with temperature-dependent properties using various four variable refined plate theories", Steel Compos. Struct., Int. J., 18(1), 187-212.
DOI
|
15 |
Smith, A.L., Hicks, S.J. and Devine, P.J. (2009), Design of Floors for Vibration: A New Approach, The Steel Construction Institute, Ascot, Berkshire, UK.
|
16 |
Remennikov, A.M. and Kaewunruen, S. (2014), "Experimental load rating of aged railway concrete sleepers", Eng. Struct., 76(10), 147-162.
DOI
|
17 |
Robertson, I., Masson, C., Sedran, T., Barresi, F., Caillau, J., Keseljevic, C. and Vanzenberg, J.M. (2015), "Advantages of a new ballastless track form", Constr. Build. Mater., 92, 16-22.
DOI
|
18 |
Shim, C.S., Lee, P.G. and Chang, S.P. (2001), "Design of shear connection in composite steel and concrete bridges with precast decks", J. Constr. Steel Res., 57, 203-219.
DOI
|
19 |
Sugimoto, I., Yoshida, Y. and Tanikaga, A. (2013), "Development of composite steel girder and concrete slab method for renovations of existing steel railway bridges, Quarterly Report of RTRI, 54(1), pp.1-11.
DOI
|
20 |
Tindall, P. (2008), 'Aluminium in bridges', In: ICE manual of bridge engineering, (G. Parke and N. Hewson Eds.), (2nd Edn.) Thomas Telford, pp. 345-355, London, UK.
|
21 |
Venghiac, V.M. and D'Mello, C. (2010), "The influence of the thickness of the slab and concrete grade on composite floors", Buletinul Institutului Politehnic din lasi. Sectia Constructii, Arhitectura, 56(2), p. 85.
|
22 |
Michas, G. (2012), "Slab track systems for high-speed railways", Master Degree Project, Royal Institute of Technology, Sweden.
|
23 |
Britpave (2016), Why slab track. Available at: http://www.britpave.org.uk/RailWhyBuild.ink (Accessed 9th July 2016)
|
24 |
Benedettini, F., Zulli, D. and Allagio, R. (2009), "Frequencyveering and mode hybridization in arch bridges", Proceedings of the IMAC-XXVII, Orlando, FL, USA, February.
|
25 |
Bezin, Y. and Farrington, D. (2010), "A structural study of an innovative steel-concrete track structure", Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 224(4), 245-257.
DOI
|
26 |
Bradford, M and Uy, B. (2007), "Composite action of structural steel beams and precast concrete slabs for the flexural strength limit state", Aust. J. Struct. Eng., 7(2), 123-133.
DOI
|
27 |
British Standards Institution (1994), BS 5950-4:1994 Structural use of steelwork in building-Part 4: code of practice for design of composite slabs with profiled sheeting; BSI, London, UK.
|
28 |
British Standards Institution (1995), BS 5950-6:1995 Structural use of steelwork in building Part 6: code of practice for design of light gauge profiled steel sheeting; BSI, London, UK.
|
29 |
British Standards Institution (2002), BS EN 1991-1-1:2002 Eurocode 1-Actions on structures-Part 1-1: general actions-densities, self-weight, imposed loads for buildings; BSI, London, UK.
|
30 |
British Standards Institution (2000), BS EN 206-1:2000 Concrete-Part 1: specification, performance, production and conformity; BSI, London, UK.
|
31 |
British Standards Institution (2004), BS EN 1992-1-1:2004 Eurocode 2-Design of concrete structures-Part 1-1: general rules and rules for buildings; BSI, London, UK.
|
32 |
Chopra, A.K. (2011), Dynamics of Structures-Theory and Applications to Earthquake Engineering, (4th Edn.), Prentice Hall, Upper Saddle River, NJ, USA.
|
33 |
British Standards Institution (2005), BS EN 1993-1-1:2005 Eurocode 3-Design of steel structures-Part 1-1: general rules and rules for buildings; BSI, London, UK.
|
34 |
Chitra Ganapathi, S., Annie Peter, J., Lakshmanan, N. and Iyer, N.R. (2016), "Behavior of light weight sandwich panels under out of plane bending loading", Steel Compos. Struct., Int. J., 21(4), 775-789.
DOI
|
35 |
Choi, J.Y., Park, Y.G., Choi, E.S. and Choi, J.H. (2010), "Applying precast slab panel track to replace timber track in an existing steel plate girder railway bridge", Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 224(3), 159-167.
DOI
|
36 |
Dassault, (2012), ABAQUS theory manual; Available at: https://things.maths.cam.ac.uk/computing/software/abaqus_docs/docs/v6.12/books/stm/default.htm (Accessed on 1st August 2016)
|
37 |
De Silva, S. and Thambiratnam, D.P. (2011), "Vibration characteristics of concrete-steel composite floor structures", ACI Struct. J., 108(6), 1-9.
|
38 |
Ding, X., Fan, Y., Kong, G. and Zheng, C. (2014), "Wave propagation in a concrete filled steel tubular column due to transient impact load", Steel Compos. Struct., Int. J., 17(6), 907-927.
DOI
|
39 |
Esveld, C. (1997), "Low-maintenance ballastless track structures", Rail Eng. Int. Ed., 26(3), 13-16.
|
40 |
El-Dardiry, E. and Ji, T. (2006), "Modelling of the dynamic behaviour of profiled composite floors", Eng. Struct., 28(4), 567-579.
DOI
|
41 |
Griffin, D.W.P. (2013), "Design of precast concrete steel-concrete panels for track support: For use on the Sydney Harbour Bridge", Honour Thesis; University of Western Sydney, Kingswood, Australia.
|
42 |
Fang, G., Wang, J., Li, S. and Zhang, S. (2016), "Dynamic characteristics analysis of partial-interaction composite continuous beams", Steel Compos. Struct., Int. J., 21(1), 195-216.
DOI
|
43 |
Feldmann, M., Heinemeyer, C. Butz, C., Caetano, E., Cunha, A., Galanti, F., Goldack, A., Hechler, O. Hicks, S., Keil, A., Lukic, M., Obiala, R., Shlaich, M., Sedlacek, G., Smith, A. and Waarts, P. (2009), "Design of floor structures for human induced vibrations", Office of the official publications of the European Communities, Luxembourg.
|
44 |
Freudenstein, S. (2010), "RHEDA 2000(R): Ballastless track systems forhigh-speed rail applications", Int. J. Pave. Eng., 11(4), 293-300
DOI
|
45 |
Griffin, D.W.P., Mirza, O., Kwok, K. and Kaewunruen, S. (2014), "Composite slabs for railway construction and maintenance: a mechanistic review", The IES J. Part A: Civil & Struct. Eng., 7(4), 243-262.
|
46 |
Griffin, D.W.P., Mirza, O., Kwok, K. and Kaewunruen, S. (2015), "Finite element modelling of modular precast composites for railway track support structure: A battle to save Sydney Harbour Bridge", Aust. J. Struct. Eng., 16(2), 150-168.
DOI
|
47 |
Hou, Z., Xia, H., Wang, Y., Zhang, Y. and Zhang, T. (2015), "Dynamic analysis and model test on steel-concrete composite beams under moving loads", Steel Compos. Struct., Int. J., 18(3), 565-582.
DOI
|
48 |
Kar, V.R. and Panda, S.K. (2015), "Nonlinear flexural vibration of shear deformable functionally graded spherical shell panel", Steel Compos. Struct., Int. J., 18(3), 693-709.
DOI
|
49 |
Kaewunruen, S. (2014), "Monitoring in-service performance of fibre-reinforced foamed urethane material as timber-replacement sleepers/bearers in railway urban turnout systems", Struct. Monitor. Maintenance, 1(1), 131-157. [Invited]
DOI
|
50 |
Kaewunruen, S., Remennikov, A.M. and Murray, M.H. (2014), "Introducing limit states design concept to concrete sleepers: an Australian experience", Frontiers Mat., 1(8), 1-3.
|
51 |
Kimani, S.K. (2016), "Free vibration analysis of precast steelconcrete composite slab panel for track support: Finite Element Method", M.Sc. Thesis; School of Engineering, University of Birmingham, Birmingham, UK, 70 p.
|
52 |
Kim, H.Y. and Jeong, Y.J. (2006), "Experimental investigation on behaviour of steel-concrete composite bridge decks with perfobond ribs", J. Constr. Steel Res., 62(5), 463-471.
DOI
|
53 |
Kim, H.Y. and Jeong, Y.J. (2009), "Steel-concrete composite bridge deck slab with profiled sheeting", J. Constr. Steel Res., 65(8), 1751-1762.
DOI
|
54 |
Kim, H.Y. and Jeong, Y.J. (2010), "Ultimate strength of a steel_concrete composite bridge deck slab with profiled sheeting", Eng. Struct., 32(2), 534-546.
DOI
|
55 |
Lam, D. and El-Lobody, E. (2001), "Finite element modelling of headed stud shear connectors in steel-concrete composite beam", (A. Zingoni Ed.), Struct. Eng., Mech. Compos., Elsevier Science, Oxford, UK, pp. 401-408.
|
56 |
Lezgy-Nazargah, M. and Kafi, L. (2015), "Analysis of composite steel-concrete beams using a refined high-order beam theory", Steel Compos. Struct., Int. J., 18(6), 1369-1389.
DOI
|