Hybrid modeling of a simply-supported bridge under opposite moving loads via multi-layered feed-forward ANN
DOI10.1142/S0219455424501104zbMATH Open1548.74332MaRDI QIDQ6565589
Bappaditya Manna, Susmita Panda, Arnab Banerjee
Publication date: 2 July 2024
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Euler-Bernoulli beammodal superposition methodfeed-forward ANNhigh-speed load model casesopposite moving loadsuser-friendly interface
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45)
Cites Work
- On the vibration of beams under the action of moving loads.
- Vibration of a Simple Beam Subjected to a Moving Sprung Mass with Initial Velocity and Constant Acceleration
- Unilateral frictional contact between a rigid wheel traversing on a flexible beam: an analytical investigation
- An efficient non-iterative hybrid method for analyzing train-rail-bridge interaction problems
- A modified numerical substructure method for dynamic analysis of vehicle-track-bridge systems
- Determination of critical and cancellation speeds of Euler-Bernoulli beam subject to a continuously moving load
- A versatile 3D vehicle-track-bridge element for dynamic analysis of the railway bridges under moving train loads
- Resonance analysis of train-track-bridge interaction systems with correlated uncertainties
- Deep learning models for time-history prediction of vehicle-induced bridge responses: a comparative study
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