Static response analysis of structures with interval parameters using the second-order Taylor series expansion and the DCA for QB

DOI10.1007/s10409-015-0501-yzbMath1342.65145OpenAlexW2220078922MaRDI QIDQ739978

Xudong Zhang, Qi Li, Zhi-Ping Qiu

Publication date: 11 August 2016

Published in: Acta Mechanica Sinica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10409-015-0501-y

zbMATH Keywords

DCAinterval parametersquadratic programming problemssecond-order Taylor series expansionstatic response of uncertain structures

Mathematics Subject Classification ID

Numerical mathematical programming methods (65K05)

Related Items (4)

Comparison of the reliability-based and safety factor methods for structural design ⋮ Forward and inverse structural uncertainty propagations under stochastic variables with arbitrary probability distributions ⋮ Structural eigenvalue analysis under the constraint of a fuzzy convex set model ⋮ Eigenvalue analysis of structures with interval parameters using the second-order Taylor series expansion and the DCA for QB

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