Buckling of masonry pier under its own weight

DOI10.1016/0020-7683(80)90042-6zbMath0424.73040OpenAlexW1978756716MaRDI QIDQ1135142

R. Frisch-Fay

Publication date: 1980

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(80)90042-6

zbMATH Keywords

stabilityload-deflection curves derived in closed formmasonry pier

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Stability of dynamical problems in solid mechanics (74H55) Bifurcation and buckling (74G60) Brittle damage (74R05)

Related Items (3)

The influence of deflections on the static and dynamic behaviour of masonry columns ⋮ A selective review of direct, semi-inverse and inverse eigenvalue problems for structures described by differential equations with variable coefficients ⋮ A homogenized model for the nonlinear analysis of masonry columns in compression

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