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contributor authorManohar P. Kamat
date accessioned2017-05-08T22:05:20Z
date available2017-05-08T22:05:20Z
date copyrightAugust 1983
date issued1983
identifier other%28asce%290733-9399%281983%29109%3A4%281023%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70997
description abstractThe Sequential Unconstrained Minimization Technique (SUMT) offers an easy way of solving nonlinearly constrained problems. However, this algorithm frequently suffers from the need to minimize an ill‐conditioned penalty function. An ill‐conditioned minimization problem can be solved very effectively by posing the problem as one of integrating a system of stiff differential equations utilizing concepts from singular perturbation theory. This paper evaluates the robustness and the reliability of such a singular perturbation based SUMT algorithm on two different problems of structural optimization of widely separated scales. The report concludes that whereas conventional SUMT can be bogged down by frequent ill‐conditioning, especially in large scale problems, the singular perturbation SUMT has no such difficulty in converging to very accurate solutions.
publisherAmerican Society of Civil Engineers
titleRobust Penalty Method for Structural Synthesis
typeJournal Paper
journal volume109
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1983)109:4(1023)
treeJournal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 004
contenttypeFulltext


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