An efficient time-space formulation for dynamic transient analyses: application to the beam assemblies subjected to moving loads and masses

DOI10.1016/j.apm.2020.11.037zbMath1481.74473OpenAlexW3106643611MaRDI QIDQ823517

A. Yekdane, B. Movahedian, B. Boroomand

Publication date: 24 September 2021

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2020.11.037

zbMATH Keywords

dynamic responseexponential basis functionsbeam-assemblies' structuremoving object problemtime marching method

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

Uses Software

• Julia

Cites Work

• Vibrations of simple beam-like modelled bridge under harmonic moving loads
• Using spectral element method for analyzing continuous beams and bridges subjected to a moving load
• Spectral finite element for vibration analysis of cracked viscoelastic Euler-Bernoulli beam subjected to moving load
• Investigation of critical influential speed for moving mass problems on beams
• The solution of initial-boundary value problems with non-local boundary conditions using exponential basis functions
• Analytical study on dynamic responses of a curved beam subjected to three-directional moving loads
• Dynamic analysis of continuous beams by the boundary element method
• Numerical solution of scalar wave equation by the modified radial integration boundary element method
• A Trefftz method in space and time using exponential basis functions: application to direct and inverse heat conduction problems
• Analytical dynamic displacement response of rigid pavements to moving concentrated and line loads
• Julia: A Fresh Approach to Numerical Computing
• Dynamics of Plate Generated by Moving Harmonic Loads
• VIBRATION OF MULTI-SPAN NON-UNIFORM BEAMS UNDER MOVING LOADS BY USING MODIFIED BEAM VIBRATION FUNCTIONS
• Dynamic displacement response of beam-type structures to moving line loads

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