Non-stationary random vibration analysis of three-dimensional train-bridge systems

Vehicle System Dynamics

Volumn 48, Issue 4, 2010, Pages 457-480

  Zhang, Z C ^a   Lin, J H ^a   Zhang, Y H ^a   Howson, W P ^b   Williams, F W ^b  

^a DALIAN UNIVERSITY OF TECHNOLOGY   (China)

^b CARDIFF UNIVERSITY   (United Kingdom)

Author keywords

Monte Carlo simulation; Non stationary random vibration; Precise integration method; Pseudo excitation method; Track irregularity; Train bridge system

Indexed keywords

MONTE CARLO SIMULATION; NON-STATIONARY RANDOM VIBRATION; PRECISE INTEGRATION METHOD; PSEUDO EXCITATION METHODS; TRACK IRREGULARITY; TRAIN-BRIDGE SYSTEMS;

CABLE STAYED BRIDGES; EARTHQUAKE RESISTANCE; INVARIANCE; MONTE CARLO METHODS; PHOTORESISTS; RAILROAD BRIDGES; RAILROAD TRACKS; SURFACE ROUGHNESS; THREE DIMENSIONAL;

VIBRATION ANALYSIS;

EID: 77951119973     PISSN: 00423114     EISSN: 17445159     Source Type: Journal    
DOI: 10.1080/00423110902866926     Document Type: Article

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