Large Deflection Analysis of Non-Hinged Arch

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Based on the finite deformation theory nonlinear differential equations of uniform-sectional circular arch is deduced, and analytical solution for displacement of the non-hinged arch under load is obtained. This paper provides a theoretical basis for the analysis and calculation of the long span arch.

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459-462

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June 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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