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Reliability Analysis for Bypass Seepage Stability of Complex Reinforced Earth-Rockfill Dam with High-Order Practical Stochastic Response Surface Method
Practical stochastic response surface method (SRSM) using ordinary high-order polynomials with mixed terms to approximate the true limit state function (LSF) is proposed to analyze the reliability of bypass seepage stability of earth-rockfill dam. Firstly, the orders of random variable are determine...
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Asıl Yazarlar: | , , |
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Materyal Türü: | Artigo |
Dil: | Inglês |
Baskı/Yayın Bilgisi: |
Hindawi Limited
2019-01-01
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Seri Bilgileri: | Mathematical Problems in Engineering |
Online Erişim: | http://dx.doi.org/10.1155/2019/8261961 |
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