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Modelling the response of a standing person to the slipstream generated by a passenger train

Stanley C. JordanSchool of Civil Engineering, The University of Birmingham, Birmingham, UKMark SterlingSchool of Civil Engineering, The University of Birmingham, Birmingham, UKChris BakerSchool of Civil Engineering, The University of Birmingham, Birmingham, UK
2009en
ABI

Аннотация

This article develops two relatively simple models that are combined in order to model the response of a standing person to a passing train. The first model combines potential flow theory, boundary layer theory, and autoregressive modelling in order to simulate the slipstream of a passenger train. The second moment simulates the response of a person to the wind velocities generated in the slipstream model. For the first 0.375 s the person is assumed to respond as a solid object, whereas after this time a spring—mass—damper system is used to represent the response of a person. A Monte Carlo analysis is used in order to establish the probability of a person becoming destabilized as a result of increasing train speed. Finally, a parametric analysis is undertaken and illustrates that the output of the models that represent the response of a person is sensitive to the parameter values chosen.

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