2006
DOI: 10.1017/s1727719100000721
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Dynamic Analysis and Ride Quality Evaluation of Railway Vehicles – Numerical Simulation and Field Test Verification

Abstract: A rather complete dynamic model with special emphases on nonlinear conicity and creep force and in consideration of random irregularity of rail profile is proposed to simulate the response and investigate the ride quality of railway vehicles. The CP341 vehicle that will soon be used in Taipei Rapid Transit System is considered in particular as the studied role model. Some of the field test data carried out for this type of vehicle are revealed as well and used for the verification of the proposed model. Both s… Show more

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Cited by 11 publications
(4 citation statements)
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“…Moreover, ISO 2631-1 Section 6 specifies an r.m.s. based method for evaluation of ride comfort [18]. The weighted r.m.s.…”
Section: Iso 2631:1997 For Ride Comfortmentioning
confidence: 99%
“…Moreover, ISO 2631-1 Section 6 specifies an r.m.s. based method for evaluation of ride comfort [18]. The weighted r.m.s.…”
Section: Iso 2631:1997 For Ride Comfortmentioning
confidence: 99%
“…For the vibration simulation of a two-span continuous beam with simply supported ends, the first 12 modes of the shape functions and the time step of 0.001s are employed to compute the acceleration response of the vibrating two-span beam. On the other hand, the acceleration response of a moving vehicle is also used to evaluate the ride quality and running safety of a train traveling over a railway/guideway [20]. In the following numerical examples, the PID tuning parameters are first determined using Ziegler-Nicholas (Z-N) tuning rules and then the dynamic responses of the maglev oscillator and the guideway are computed.…”
Section: Numerical Examplesmentioning
confidence: 99%
“…As an example, Fan and Wu have proposed a complete dynamic model with special emphasis on nonlinear conicity and creep forces and in consideration of random irregularity of rail profile to simulate the response and investigate the ride quality of railway vehicles [11]. (5) coincides with one of the natural frequencies of the coach, the vehicle-ride becomes unstable.…”
Section: Kinematic Oscillationmentioning
confidence: 99%