Research Article
Dec 1967
Computer System for Analysis of Large Frameworks
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VIEW THE REPLYAuthors: David F. Brooks and Derick M. BrottonAuthor Affiliations
Publication: Journal of the Structural Division
Volume 93, Issue 6
Abstract
The writing of efficient methods of solving simultaneous equations which result from a linear structural analysis of large frameworks is discussed. Gaussian elimination is considered, and numerous computational variations based on this method are developed. Each method is written to take advantage of some or all of the properties of the stiffness matrix. The solution routines, classed into two distinct groups, use either magnetic tape or need only the working store. The magnetic tape program involves matrix partitioning which is performed internally by the computer. Two methods of solution are based on single coefficient eliminations and two are based on the simultaneous elimination of groups of coefficients in the form of submatrix stiffness blocks. Comparisons are made between various methods, and rules are formulated which will permit automatic selection of the appropriate solution routine for a given problem.
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Published In
Journal of the Structural Division
Volume 93 • Issue 6 • December 1967
Pages: 1 - 24
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Dec 1967
Published online: Feb 1, 2021
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David F. Brooks
Research Asst., Div. of Structural Engrg., Inst. of Science and Tech., Univ. of Manchester, Manchester, England
Derick M. Brotton
Senior Lecturer, Div. of Structural Engrg., Inst. of Science and Tech., Univ. of Manchester, Manchester, England
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