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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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Detaylı Bibliyografya
Asıl Yazarlar: Jinwen He, Ping Zhang, Xiaona Li
Materyal Türü: Artigo
Dil:Inglês
Baskı/Yayın Bilgisi: Hindawi Limited 2019-01-01
Seri Bilgileri:Mathematical Problems in Engineering
Online Erişim:http://dx.doi.org/10.1155/2019/8261961
Etiketler: Etiketle
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