No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads

DOI10.1016/J.IJMECSCI.2006.08.002zbMath1192.74211OpenAlexW2091508929MaRDI QIDQ986487

Anna De Falco, Massimiliano Lucchesi

Publication date: 11 August 2010

Published in: International Journal of Mechanical Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijmecsci.2006.08.002

zbMATH Keywords

stabilitymasonry columnsno-tension material

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Related Items (1)

The influence of deflections on the static and dynamic behaviour of masonry columns

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