Probabilistic buckling analysis of beam-column elements with geometric imperfections and various boundary conditions
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DOI: 10.1007/s11012-017-0763-5
Abstract: Although the manufacturing process of structural members has been improved over the last decades, inherent geometric imperfections in slender beam-columns cannot be avoided altogether. Such imperfections largely affect the buckling behavior of the beam by… read more here.
Keywords: boundary conditions; geometric imperfections; beam column; column elements ... See more keywords