Civil Engineering Reference
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American Railway Engineering and Maintenance-of-Way Association (AREMA), 2008, Steel
structures, in Manual for Railway Engineering , Chapter 15, Lanham, MD.
American Society of Civil Engineers (ASCE), 2005, MinimumDesignLoadsforBuildingsand
Other Structures , ASCE/SEI 7-05, Reston, VA.
Beer, F.P. and Johnston, E.R., 1976, Statics and Dynamics , 3rd Edition, McGraw-Hill,
NewYork.
Byers, W.G. 1970, Impact from railway loading on steel girder spans, Journal of the Structural
Division, ASCE , 96(ST6), 1093-1103.
Carnahan, B., Luther, H.H., and Wilkes, J.O., 1969, Applied Numerical Methods , Wiley,
NewYork.
Chopra, A.K., 2004, Dynamics of Structures , 2nd Edition, Prentice-Hall, New Jersey.
Clough, R.W. and Penzien, J., 1975, Dynamics of Structures , McGraw-Hill, NewYork.
Cooper, T., 1894, Train loadings for railroad bridges, Transactions of the American Society of
Civil Engineers , 31, 174-184.
Dick, S.M., 2002, “Bending Moment Approximation Analysis for Use in Fatigue Life Eval-
uation of Steel Railway Girder Bridges,” PhD Thesis, University of Kansas, Lawrence,
KS.
Dick, S.M., 2006, Estimation of Cycles for Railroad Girder Fatigue Life Assessment , Bridge
Structures, Taylor & Francis.
Foutch, D.A., Tobias, D., and Otter, D., 1996, Analytical Investigation of the Longitudinal
Loads in an Open-Deck Through-Plate-Girder Bridge , Report R-894, Association of
American Railroads.
Foutch, D.A., Tobias, D.H., Otter, D.E., LoPresti, J.A., and Uppal, A.S., 1997, Experimental
and Analytical Investigation of the Longitudinal Loads in an Open-Deck Plate-Girder
Railway Bridge , Report R-905, Association of American Railroads.
Fryba, L., 1972, Vibration of Solids and Structures under Moving Loads , Noordoff
International, Groningen, Netherlands.
Fryba, L., 1996, Dynamics of Railway Bridges , Thomas Telford, London, UK.
Heywood, R., Roberts, W., and Boully, G., 2001, Dynamic loading of bridges, Journal of the
Transportation Research Board , 1770, 58-66, National Academy Press, Washington,
DC.
Inglis, C.E., 1928, Impact in Railway-Bridges , Minutes of Proceedings of the Institution of
Civil Engineers, London, England.
Kreyszig, E., 1972, Advanced Engineering Mathematics , Wiley, NewYork.
Lin, J.H., 2006, Response of a bridge to a moving vehicle load, Canadian Journal of Civil
Engineering , 33(1), 49-57.
Liu, H., 1991, Wind Engineering—A Handbook for Structural Engineers , Prentice-Hall,
Englewood Cliffs, NJ.
LoPresti, J.A., Otter, D.A., Tobias, D.H., and Foutch, D.A., 1998, Longitudinal Forces in an
Open-DeckSteelBridge ,Technology Digest 98-007,Association ofAmerican Railroads.
LoPresti, J.A. and Otter, D.A., 1998, Longitudinal Forces in a Two-Span Open-Deck Steel
Bridge at FAST , Technology Digest 98-020, Association of American Railroads.
McLean, W.G. and Nelson, E.W., 1962, Engineering Mechanics , McGraw-Hill, NewYork.
Otter, D.E., LoPresti, J., Foutch, D.A., andTobias, D.H., 1996, LongitudinalForcesinanOpen-
Deck Steel Plate-Girder Bridge , Technology Digest 96-024, Association of American
Railroads.
Otter, D.E., LoPresti, J., Foutch, D.A., and Tobias, D.H., 1997, Longitudinal forces in an
open-deck steel plate-girder bridge, AREA Proceedings , 98, 101-105.
Otter, D.E., Joy, R., and LoPresti, J.A., 1999, Longitudinal Forces in a Single-Span, Ballasted-
Deck, Plate-Girder Bridge , Report R-935, Association of American Railroads.
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