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Reanalysis of linear and nonlinear structures using iterated Shanks transformation.

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Publication:1870972
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DOI10.1016/S0045-7825(02)00373-0zbMath1083.74608MaRDI QIDQ1870972

Jorge E. Hurtado

Publication date: 6 May 2003

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)


zbMATH Keywords

structural analysisseriesstructural reliabilityNeumannStructural optimization


Mathematics Subject Classification ID

Thin bodies, structures (74K99)


Related Items (5)

Nonlinear reanalysis for structural modifications based on residual increment approximations ⋮ Bi-fidelity stochastic gradient descent for structural optimization under uncertainty ⋮ The encounter of interval and probabilistic approaches to structural reliability at the design point ⋮ A new method of reanalysis: multi-sample compression algorithm for the elastoplastic FEM ⋮ Efficient modal analysis of systems with local stiffness uncertainties







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