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Journal ArticleDOI

Sore-plus an out of core skyline solution routine

John L. Meek, +1 more
- 01 Jan 1986 - 
- Vol. 8, Iss: 1, pp 8-24
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TLDR
From the stiffness method of structural analysis, both nodal displacements and forces are unknowns, and from this it is able to perform static condensation of a stiffness matrix without reordering the node-numbers of the system of equations, and thus the skyline profile is preserved.
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This article is published in Advances in Engineering Software.The article was published on 1986-01-01. It has received 0 citations till now. The article focuses on the topics: Direct stiffness method & Stiffness matrix.

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References
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Book

The finite element method in engineering science

TL;DR: In this paper, the authors describe how people search numerous times for their favorite books like this the finite element method in engineering science, but end up in malicious downloads, and instead they cope with some infectious bugs inside their computer.
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A frontal solution program for finite element analysis

TL;DR: The program given here assembles and solves symmetric positive–definite equations as met in finite element applications, more involved than the standard band–matrix algorithms, but more efficient in the important case when two-dimensional or three-dimensional elements have other than corner nodes.
Journal ArticleDOI

Solution of linear equations with skyline-stored symmetric matrix

TL;DR: Fortran IV subroutines for the in-core solution of linear algebraic systems with a sparse, symmetric, skyline-stored coefficient matrix are presented and the application to ‘superelement’ condensation of large-scale systems is discussed.
Journal ArticleDOI

Direct solution of large systems of linear equations

TL;DR: A very efficient computer subroutine for the direct solution of large numbers of simultaneous linear equations is presented, which uses Gauss elimination on positive-definite symmetrical systems to solve systems of very large size and bandwidth.