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Influence coefficients for two-hinged arches
Derivation of expressions for bending moment and deflection influence coefficients by methods of virtual work for 2-hinged parabolic arches with secant variation of moment of inertia; radial and tangential components of displacement are determined for any location of loading on arch; influence coefficients and results for determination of bending moments and deflections in statically loaded arch; data can also be used as inputs to lumped-parameter dynamic analysis of arch.
Influence coefficients for two-hinged arches
Derivation of expressions for bending moment and deflection influence coefficients by methods of virtual work for 2-hinged parabolic arches with secant variation of moment of inertia; radial and tangential components of displacement are determined for any location of loading on arch; influence coefficients and results for determination of bending moments and deflections in statically loaded arch; data can also be used as inputs to lumped-parameter dynamic analysis of arch.
Influence coefficients for two-hinged arches
ASCE -- Proc (J Structural Div)
Miller, C.A. (author) / Guralnick, S.A. (author)
1962
28 pages
Article (Journal)
English
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