Finite element analysis for train-track-bridge interaction system
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Publication:1020331
DOI10.1007/S00419-007-0122-4zbMath1161.74395OpenAlexW1978326120MaRDI QIDQ1020331
Publication date: 29 May 2009
Published in: Archive of Applied Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00419-007-0122-4
finite element methoddynamic responserailway trackmoving trainrailway bridgetrain-track-bridge interaction
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05)
Related Items (5)
Rail-bridge coupling element of unequal lengths for analysing train-track-bridge interaction systems ⋮ Dynamic response of a beam structure excited by sequentially moving rigid bodies ⋮ An efficient non-iterative hybrid method for analyzing train-rail-bridge interaction problems ⋮ Vector form intrinsic finite element method for stochastic analysis of train-track-bridge coupling system ⋮ Formulation of three-dimensional equations of motion for train-slab track-bridge interaction system and its application to random vibration analysis
Cites Work
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- Vertical dynamic responses of a simply supported bridge subjected to a moving train with two-wheelset vehicles using modal analysis method
- Comportement dynamique des poutres continues sollicitées par des charges mobiles
- Vibration of Continuous Bridges Under Moving Vehicles
- An element for analysing vehicle-bridge systems considering vehicle's pitching effect
- Formulation of equations of motion of finite element form for vehicle–track–bridge interaction system with two types of vehicle model
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