Discussion of “Investigating Seismic Behavior of Ballasted Railway Track in Earthquake Excitation Using Finite-Element Model in Three-Dimensional Space” by Morteza Esmaeili and Hamidreza Heydari Noghabi
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Transportation Engineering
Volume 140, Issue 9
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References
American Railway Engineering and Maintenance-of-Way Association (AREMA). (2009). Manual of engineering, Lanham, MD.
Chouw, N., and Hao, H. (2008). “Significance of SSI and nonuniform near-fault ground motions in bridge response. I: Effect on response with conventional expansion joint.” Eng. Struct., 30(1), 141–153.
Esmaeili, M., and Noghabi, H. H. (2013). “Investigating seismic behavior of ballasted railway track in earthquake excitation using finite-element model in three-dimensional space.” J. Transp. Eng., 697–708.
Nazmy, A. S., and Abdelghaffar, A. M. (1992). “Effects of ground motion spatial variability on the response of cable-stayed bridges.” Earthquake Eng. Struct. Dyn., 21(1), 1–20.
Zhai, W. M., Cai, C. B., and Guo, S. Z. (1996). “Coupling model of vertical and lateral vehicle/track interactions.” Veh. Syst. Dyn., 26(1), 61–79.
Zhai, W. M., and Wang, K. Y. (2006). “Lateral interactions of trains and tracks on small-radius curves: Simulation and experiment.” Veh. Syst. Dyn., 44(1), 520–530.
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© 2014 American Society of Civil Engineers.
History
Received: Jun 12, 2013
Accepted: Oct 21, 2013
Published online: Jul 7, 2014
Published in print: Sep 1, 2014
Discussion open until: Dec 7, 2014
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