Solution of 7 bar tress model using derivative free methods.

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dc.contributor.authorMuhammad Saeed
dc.contributor.authorMuhammad Farhan Tabassum
dc.date.accessioned2018-10-23T07:48:26Z
dc.date.available2018-10-23T07:48:26Z
dc.date.issued2015
dc.description.abstractThe focus of this research is to formulate optimization model of 7-bar trusses along with stress, stability and deflection constraints. The derivative free methods are used for the optimization of engineering design problems. These methods are basically designed for unconstrained optimization problems. In formulated optimization truss problems the constraints are handled by using exterior penalty functions. The results of the truss optimization model are obtained by using MATLAB which demonstrate the effectiveness and applicability of these derivative free methods.en_US
dc.identifier.citationTabassum, M. F., Saeed, M., Sana, A., & Ahmad, N. (2015). Solution of 7 Bar Tress Model Using Derivative Free Methods. Proceedings of the Pakistan Academy of Sciences, 52(3), 265-271.(Muhammad Farhan Tabassum and Muhammad Saeed)(HEC Recognized X Category)en_US
dc.identifier.issn2306 - 1448
dc.identifier.urihttps://escholar.umt.edu.pk/handle/123456789/3387
dc.language.isoenen_US
dc.publisherProceedings of the Pakistan Academy of Sciencesen_US
dc.subjectMathematicsen_US
dc.subjectDerivative free methods, penalty function, structural optimization, truss structure, unconstrained optimizationen_US
dc.titleSolution of 7 bar tress model using derivative free methods.en_US
dc.typeArticleen_US
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