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the train
The dynamic responses of the bridge and the train under wind action are analyzed.
      
The running safeties of the train vehicles are much affected by wind.
      
Under wind conditions of 30-40 m/s, the offload factors, derail factors and overturn factors of the train vehicles exceed the safety allowances, to which great attention should be paid.
      
The train is an important vehicle in China, but its air quality has important impacts on passengers' health.
      
A solitary wave is a particular case of a wave train in which the length of the waves in the train is large.
      
(The train frequency corresponds to the local maximum of the linear growth rate with respect to R.) The possibility of the progressive parametric excitation of fluctuations over the entire band of frequency parameters is established.
      
It is shown that, using a periodic sequence (train) of electron bunches, a particular surface waveguide eigenmode can be amplified by bringing its frequency to resonance with the bunch repetition frequency in the train.
      
A method is proposed that permits accurate and reliable measurement of the train-average pulse duration as well as the value and sign of the frequency chirp of picosecond optical pulses in high-repetition-rate trains.
      
Its function is to manage and control the train movement on railway networks.
      
In our previous works, based on the cellular automata (CA) model, we proposed several models and algorithms for simulating the train movement under different control system conditions.
      
Using the proposed method, we analyze and discuss the space-time diagram of railway traffic flow and the trajectories of the train movement.
      
The numerical simulation and analytical results demonstrate that the unified CA model is an effective tool for simulating the train control system.
      
Rigid bodies connected by nonlinear force elements, which represent the lumped flexibility of the structural components, model the sub-structures that deform as a result of the train collisions.
      
Another derailment test, in which the train is judged not to be derailed, is calculated and the maximum vibration response is well correspond to the test results.
      
There exist three problems in the calculation of lateral vibration of the train-track time-variant system at home and abroad and the method to solve them is presented.
      
The main idea is to maintain a distribution over the train set.
      
The paper introduces the train of system design, the structure and the workflow of RiskAnly.
      
While the train is moving, the parts above and below are interacted and influenced.
      
The train of waves has an amplitude to wavelength ratio of 0.05.
      
In the first part of the decomposition, only the train type related constraints stay active.
      
 

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