Please use this identifier to cite or link to this item: http://nopr.niscpr.res.in/handle/123456789/7209
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dc.contributor.authorRajasekaran, S-
dc.date.accessioned2010-01-18T09:54:19Z-
dc.date.available2010-01-18T09:54:19Z-
dc.date.issued2006-02-
dc.identifier.issn0975-1017 (Online); 0971-4588 (Print)-
dc.identifier.urihttp://hdl.handle.net/123456789/7209-
dc.description7-17en_US
dc.description.abstractThere is a growing interest in the application of non-traditional methods such as simulated annealing (SA) and genetic algorithm (GA) and evolution strategies (ES) for optimization of structural systems. In this paper, evolution strategies (ES) is used to find the optimal mix design for high performance concrete (HPC) comprised of cement, sand, coarse aggregate, water, silica fume and super pasticizer. It is required to get the optimal mix for strength for 120 MPa and slump of 120 mm. In order to get the equation for strength and slump, the sequential learning neural network (SLNN) proposed by Zhang and Morris is used. The cost function to be minimized is the cost of HPC/unit weight of HPC subjected to strength and slump constraints. It is concluded that the method proposed is highly suitable for getting the optimal mix for high performance concrete in practice.en_US
dc.language.isoen_USen_US
dc.publisherCSIRen_US
dc.relation.ispartofseriesC04B14/00, G06N5/00en_US
dc.sourceIJEMS Vol.13(1) [February 2006]en_US
dc.titleOptimal mix for high performance concrete by evolution strategies combined with neural networksen_US
dc.typeArticleen_US
Appears in Collections:IJEMS Vol.13(1) [February 2006]

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