Results 41 to 50 of about 947 (221)
Fully three-dimensional analysis of high-speed traintracksoil-structure dynamic interaction [PDF]
, 2010 In this paper, a general and fully three dimensional multi-body-finite element-boundary element model, formulated in the time domain to predict vibrations due to train passage at the vehicle, the track and the free field, is presented.
Domínguez Abascal, José +2 more
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High-Speed Railway, 2023 In the service period, the instability of ballastless track bed are mostly related to the damage of interlayers which are mainly resulted from the incompatible thermal deformation of interlayers.
Guotang Zhao, Lei Zhao, Yu Liu
doaj +1 more source
A multidimensional examination of performances of HSR (High-Speed Rail) systems [PDF]
, 2016 This paper deals with a multidimensional examination of the infrastructural, technical/technological, operational, economic, social, and environmental performances of high-speed rail (HSR) systems, including their overview, analysis of some real-life ...
Milan Janić
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Dynamic Analysis of CRTS II Ballastless Track-Vehicle System Based on Moving Unit Method
Applied Sciences, 2023 On account of the influence of the discontinuity of CRTS II ballastless track slabs and the discrete support of track pads on the high-speed rail vehicle-ballastless track system, a vibration analysis calculation model of the ballastless track-vehicle ...
Tuo Lei +4 more
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Railway superstructure for high-speed rails [PDF]
, 2021 The construction of the track is solved as a conventional (with track ballast) or as a ballastless track (without track ballast). When deciding on the choice of the most suitable track design for high-speed rail, it is necessary to emphasize that with ...
Kruntorád, Jan +2 more
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Transverse Oscillation of a Base Slab Section of Ballastless Track
World of Transport and Transportation, 2019 The study is devoted to construction of a mathematical model of a slab of a ballastless base of a railway track, assembled from separate segments fastened together. Each rectangular segment is modeled by a transversely isotropic prestressed plate. An equation has been obtained that allows researchers to study the natural oscillation frequencies of a ...
B. D. Dzhanmuldaev +3 more
openaire +2 more sources
Advances in Civil Engineering, 2019 CRTS III (China Railway Track System III) slab ballastless track structure is one of the high-speed railway ballastless track structures which has Chinese independent intellectual property rights.
Zhiwu Yu, Ying Xie, Xiuquan Tian
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Vertical Random Vibration Analysis of Track-Subgrade Coupled System in High Speed Railway with Pseudoexcitation Method [PDF]
, 2016 In order to reduce the ground-borne vibration caused by wheel/rail interaction in the ballastless track of high speed railways, viscoelastic asphalt concrete materials are filled between the track and the subgrade to attenuate wheel/rail force.
Jiangang Shen +5 more
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Estimating running safety factor of ballastless railway bridges using tail modelling [PDF]
, 2022 Excessive vertical acceleration of ballastless railway bridges subjected to vibrations induced by passing trains is one of the governing design criteria for bridges in high-speed lines.
Allahvirdizadeh, Reza +2 more
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Vertical Nonlinear Temperature Gradient and Temperature Load Mode of Ballastless Track in China
Mathematics, 2022 In the process of heat exchange with the external environment, the internal temperature of ballastless track structure presents a nonlinear distribution.
Bin Yan +3 more
doaj +1 more source