scientific article; zbMATH DE number 1133192

DOI<43::AID-CNM132>3.0.CO;2-A 10.1002/(SICI)1099-0887(199801)14:1<43::AID-CNM132>3.0.CO;2-AzbMath0899.73551MaRDI QIDQ4381951

José Elias Laier

Publication date: 25 March 1998

Title: zbMATH Open Web Interface contents unavailable due to conflicting licenses.

zbMATH Keywords

second-order convergencediagonal mass matrixvelocity dispersiondynamic equilibrium for moments

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Finite difference methods applied to problems in solid mechanics (74S20)

Related Items (5)

Spectral analysis of a high-order Hermitian algorithm for structural dynamics ⋮ On highly convergent 2D acoustic and elastic wave propagation models ⋮ A rigorous and unified mass lumping scheme for higher-order elements ⋮ A mass lumping scheme for the 10-node tetrahedral element ⋮ Development of rotationally consistent diagonal mass matrices for plate and beam elements

Cites Work

• Finite element mass matrix lumping by numerical integration with no convergence rate loss
• A unified set of single-step asymptotic annihilation algorithms for structural dynamics
• A family of single-step Houbolt time integration algorithms for structural dynamics
• Alternative integration methods for problems in structural dynamics
• Spurious wave reflections at an interface of different physical properties in finite-element wave solutions
• Consistent diagonal mass matrices and finite element equations for one-dimensional problems

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