Contrasting probabilistic and anti-optimization approaches in an applied mechanics problem.

DOI10.1016/S0020-7683(03)00196-3zbMath1052.74022OpenAlexW2037120402MaRDI QIDQ1427133

Isaac Elishakoff, Massimiliano Zingales

Publication date: 14 March 2004

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

Full work available at URL: https://doi.org/10.1016/s0020-7683(03)00196-3

zbMATH Keywords

reliabilityinterval analysisuniform columnimpact axial load

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Random structure in solid mechanics (74E35)

Related Items (2)

The encounter of interval and probabilistic approaches to structural reliability at the design point ⋮ A non-probabilistic robust reliability method for analysis and design optimization of structures with uncertain-but-bounded parameters

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