Abstract
The aim of this paper is to study the efficiency of three non-linear programming techniques for the solution of optimization problems of plane structural frames under multiple load systems. The problem is one of minimizing the mass of the frame subject to constraints on normal and shear stresses, the maximum transverse deflection and buckling load. Numerical examples are presented to indicate the efficiency of the various NLP techniques.
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References
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© 1988 Kluwer Academic Publisher
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Karihaloo, B.L., Kanagasundaram, S. (1988). Comparison of NLP Techniques in Optimum Structural Frame Design. In: Rozvany, G.I.N., Karihaloo, B.L. (eds) Structural Optimization. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-1413-1_19
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DOI: https://doi.org/10.1007/978-94-009-1413-1_19
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-010-7132-1
Online ISBN: 978-94-009-1413-1
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