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Issue
1 January - Volume 1, Issue 1, Pages 4 - 92
1 February - Volume 1, Issue 2, Pages 106 - 197
1 March - Volume 1, Issue 3, Pages 210 - 279
1 April - Volume 1, Issue 4, Pages 298 - 385
Volume 1, Issue 4
1 April 1984
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ISSN
0264-4401
EISSN
1758-7077
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Finite element and Ritz vector techniques for the solution to three‐dimensional soil — structure interaction problems in the time domain
E. Bayo
;
E.L. Wilson
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for Finite element and Ritz vector techniques for the solution to three‐dimensional soil — structure interaction problems in the time domain
An algorithm for assembly of stiffness matrices into a compacted data structure
Bahram Nour‐Omid
;
Robert L. Taylor
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for An algorithm for assembly of stiffness matrices into a compacted data structure
Geometrically non‐linear analysis of thin plates and shells using a generalized displacement method
Li Xi‐Kui
;
Guo‐Qiang Liu
;
D.R.J. Owen
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for Geometrically non‐linear analysis of thin plates and shells using a generalized displacement method
Finite element analysis of plate systems: 1. Hybrid—mixed finite elements
I. Vayas
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for Finite element analysis of plate systems: 1. Hybrid—mixed finite elements
Finite element analysis of plate systems: 2. Geometric and material non‐linear behaviour
I. Vayas
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for Finite element analysis of plate systems: 2. Geometric and material non‐linear behaviour
Computerized generalized displacement method for finite element analysis of incompressible material
Li Xi‐Kui
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for Computerized generalized displacement method for finite element analysis of incompressible material
Use of substructuring in non‐linear material analysis
T.K. Hellen
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for Use of substructuring in non‐linear material analysis
Transient large strain analysis of plane and axisymmetric structures by means of biquadratic finite elements
J.P. Halleux
;
F. Casadei
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for Transient large strain analysis of plane and axisymmetric structures by means of biquadratic finite elements
Large deflection formulations of a simple beam element including shear deformations
Lothar Haefner
;
Kaspar J. Willam
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for Large deflection formulations of a simple beam element including shear deformations
A nine node Lagrangian Mindlin plate element with enhanced shear interpolation
H.C. Huang
;
E. Hinton
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for A nine node Lagrangian Mindlin plate element with enhanced shear interpolation
Analysis of steel orthotropic deck plates in the non‐elastic state under variable loads
Zbigniew Mańko
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for Analysis of steel orthotropic deck plates in the non‐elastic state under variable loads
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