On Carrying Capacity of Concrete Columniation in Seawater by Genetic Algorithms

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Abstract:

According to the data of carrying capacity of concrete columniation in seawater in different circulation times, a non-liner regression model is established between circulation times with carrying capacity of concrete columniation in this paper. The parameter is calculated by Genetic Algorithms, and then the carrying capacity of concrete columniation is calculated with the model. Good agreement is reached between the theoretical calculations with test results; the average relative precision is over 92%. As a result, it can be used to analyze the carrying capacity of concrete columniation in seawater. This analysis method is intelligent.

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914-917

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July 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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