A novel simplified geotechnical reliability analysis method

DOI10.1016/J.APM.2019.04.055zbMath1481.62128OpenAlexW2943928852WikidataQ127900410 ScholiaQ127900410MaRDI QIDQ1985031

Jianye Ching, Zhiyong Yang

Publication date: 7 April 2020

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2019.04.055

zbMATH Keywords

quantilereliability analysisfirst-order second-moment methodgeotechnical engineeringeffective random dimension

Mathematics Subject Classification ID

Applications of statistics in engineering and industry; control charts (62P30) Reliability, availability, maintenance, inspection in operations research (90B25) Estimation in survival analysis and censored data (62N02)

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A novel reliability-based design method based on quantile-based first-order second-moment ⋮ Uncertainties consideration in elastically heterogeneous fluid-saturated media using first-order second moment stochastic method and Green's function approach

Cites Work

• System reliability analysis of slope stability using generalized subset simulation
• A new point estimation method for statistical moments based on dimension-reduction method and direct numerical integration
• Rank Correlation and Tests of Significance Involving No Assumption of Normality

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