A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Large Deflection Analysis of Non-Hinged Arch
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.
Large Deflection Analysis of Non-Hinged Arch
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.
Large Deflection Analysis of Non-Hinged Arch
Advanced Materials Research ; 705 ; 459-462
2013-06-13
4 pages
Article (Journal)
Electronic Resource
English
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