Numercial Analysis of Square Steel Tubular Columns Filled with Steel Reinforced Concrete Subjected to Eccentric Load

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Abstract:

This paper developed numerical analysis program. Results agree well with the tested ones.So the numerical analysis method can be used to estimate the bearing capacity and deformation.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

922-925

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Online since:

January 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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