[HTML][HTML] Rail–bridge coupling element of unequal lengths for analysing train–track–bridge interaction systems
P Lou, ZW Yu, FTK Au - Applied Mathematical Modelling, 2012 - Elsevier
This paper presents a rail–bridge coupling element of unequal lengths, in which the length
of a bridge element is longer than that of a rail element, to investigate the dynamic problem …
of a bridge element is longer than that of a rail element, to investigate the dynamic problem …
Dynamic response of CRTS I double-block ballastless track under three-dimensional temperature and falling-shaft impact loadings
Z Zeng, M Ye, F Liu, AA Shuaibu… - Advances in …, 2021 - journals.sagepub.com
The CRTS I double-block ballastless track under the coupling effect of temperature and
falling-shaft impact is more adaptable to actual operation. However, domestic and foreign …
falling-shaft impact is more adaptable to actual operation. However, domestic and foreign …
The influence of Hertzian spring stiffness on the dynamic response of a bridge model
M Majka, M Hartnett, D O'Dwyer - Proceedings of the sixth conference …, 2002 - dl.acm.org
The influence of Hertzian springs stiffness on the dynamic response of railway bridge in
interactive train-track-bridge model is presented in this paper. A numerical bridge-train load …
interactive train-track-bridge model is presented in this paper. A numerical bridge-train load …
[引用][C] on Computational Structures Technology, BHV Topping and Z. Bittnar,(Editors), Civil-Comp Press, Stirling, Scotland, 91-92. Dynamical Response of Steel Deck …
JGS da Silva, PCGS Vellasco… - Proceedings of the Sixth …, 2002 - Civil-Comp