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K. Bathe, E. Wilson (1976)
Numerical methods in finite element analysis
H. Schreyer (1978)
Consistent diagonal mass matrices and finite element equations for one‐dimensional problemsInternational Journal for Numerical Methods in Engineering, 12
K. Surana (1978)
Lumped mass matrices with non−zero inertia for general shell and axisymmetric shell elementsInternational Journal for Numerical Methods in Engineering, 12
T. Rock, E. Hinton (1976)
A finite element method for the free vibration of plates allowing for transverse shear deformationComputers & Structures, 6
R. Martins, D. Owen (1977)
Structural instability and natural vibration analysis of thin arbitrary shells by use of the Semiloof elementInternational Journal for Numerical Methods in Engineering, 11
E. Hinton, T. Rock, O. Zienkiewicz (1976)
A note on mass lumping and related processes in the finite element methodEarthquake Engineering & Structural Dynamics, 4
R. Cook (1981)
Remarks about diagonal mass matricesInternational Journal for Numerical Methods in Engineering, 17
E. Hinton, T. Rock, O. Zienkiewicz (1976)
Geomechanics abstract Presentation and interpretation of dataA note on mass lumping and related processes in the finite element method : 3F, 1T, 13R. EARTHQ. ENGNG STRUCT. DYN., V4, N3, JAN–MAR. 1976, P245–249International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 13
The Semiloof shell element stiffness and mass matrices are analysed. Various integration rules for the stiffness matrix are used, and the influence of these rules on the existence of mechanisms and on the element spectra is studied. Some methods for lumping the mass matrix are attempted with special reference to a method imposing a given behaviour of the spectra of eigenvalues.
Engineering Computations: International Journal for Computer-Aided Engineering and Software – Emerald Publishing
Published: Apr 1, 1985
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