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Publication:3232851
zbMath0070.41702MaRDI QIDQ3232851
Publication date: 1956
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Uniform strength for large deflections of cantilever beams under end point load ⋮ Sign problems in elliptic integral solution of planar elastica theory ⋮ Geometrically nonlinear behavior of initially curved plane slender bars and frames ⋮ Finite difference scheme for large-deflection analysis of non-prismatic cantilever beams subjected to different types of continuous and discontinuous loadings ⋮ Large deflections of eccentrically loaded arches
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