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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 55
ADVANCES IN COMPUTATIONAL STRUCTURAL MECHANICS
Edited by: B.H.V. Topping
Paper XVI.4

The Application of Groeber Basis to Structural Optimization

D.W. O'Dwyer

Department of Civil, Structural and Environmental Engineering, Trinity College, Dublin, Ireland

Full Bibliographic Reference for this paper
D.W. O'Dwyer, "The Application of Groeber Basis to Structural Optimization", in B.H.V. Topping, (Editor), "Advances in Computational Structural Mechanics", Civil-Comp Press, Edinburgh, UK, pp 399-404, 1998. doi:10.4203/ccp.55.16.4
Abstract
This paper describes the use of Groebner bases for solving systems of polynomial equations. In particular the paper considers Groebner bases applied to the systems of equations associated with constrained structural optimisation problems.

The paper introduces the key concepts of varieties, bases and ideals and describes how they are related. The paper then introduces Groebner, or standard, bases and describes how they can be applied to constrained optimisation problems. Groebner bases offer the advantage that once formulated they can be used to determine whether a series of polynomial equations has either no solutions, a finite number of solutions or an infinite number of solutions. Where there are a finite number of solutions Groebner bases offer a method of systematically identifying them all.

The paper illustrates the use of Groebner bases by applying to method to a simple structural engineering optimisation problem; the design of a minimum weight plate girder section.

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