Sensitivity analysis of soil parameters based on interval

DOI10.1007/s10483-008-1213-yzbMath1166.74024OpenAlexW2351736671MaRDI QIDQ1030353

Weijiang Chu, Jing-Bo Su, Guo-Jian Shao

Publication date: 1 July 2009

Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10483-008-1213-y

zbMATH Keywords

parameter intervalsdecision-making target intervalsDuncan-Chang model

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) General methods in interval analysis (65G40)

Cites Work

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• Interval arithmetic and static interval finite element method
• Finite element interval analysis of external loads identified by displacement input with uncertainty
• Parameter perturbation method for dynamic responses of structures with uncertain-but-bounded parameters based on interval analysis
• The evidential reasoning approach for multi-attribute decision analysis under interval uncertainty
• Interval static displacement analysis for structures with interval parameters
• Analysis of Uncertain Structural Systems Using Interval Analysis

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