Dynamic analysis of beams by the boundary element method

DOI10.1016/0045-7949(86)90155-0zbMath0577.73083OpenAlexW1979093590MaRDI QIDQ3698435

C. P. Providakis, Dimitrios E. Beskos

Publication date: 1986

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(86)90155-0

zbMATH Keywords

Laplace transformeigenvalue problemforced vibrationdirect boundary element methodelastic foundationflexural vibrationsnumerical inversion of the transformed solutionconstant axial forceexternal viscous or internal viscoelastic dampingfree vibration case

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45)

Related Items (9)

Dynamic analysis of Euler-Bernoulli beams by the time-dependent boundary element method formulation ⋮ Dynamic analysis of continuous beams by the boundary element method ⋮ Derivation of stiffness and flexibility for rods and beams by using dual integral equations ⋮ On the spurious eigensolutions for the real-part boundary element method ⋮ Dynamic analysis of Timoshenko beams by the boundary element method ⋮ Bending analysis of elastically connected Euler-Bernoulli double-beam system using the direct boundary element method ⋮ An advanced boundary element method for solving 2D and 3D static problems in Mindlin's strain-gradient theory of elasticity ⋮ On an analytical method to solve singular integrals both in space and time for 2-D elastodynamics by TD-BEM ⋮ Dynamic behavior of frame structures by boundary integral procedures

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