Improvements of Rackwitz–Fiessler Method for Correlated Structural Reliability Analysis
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Publication:5112001
DOI10.1142/S0219876219500774OpenAlexW2981102218WikidataQ127069063 ScholiaQ127069063MaRDI QIDQ5112001
Jianmin Zhou, Qian Xiao, Shengtong Zhou, Hong-Guang Li
Publication date: 27 May 2020
Published in: International Journal of Computational Methods (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1142/s0219876219500774
Gaussian copularank correlationNataf transformationequivalent normal conditionsisoprobabilistic transformationRackwitz-Fiessler method
Cites Work
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- Pair-copula constructions of multiple dependence
- Multiple failure modes reliability modeling and analysis in crack growth life based on JC method
- Reliability assessment of post-buckling compressive strength of laminated composite plates and stiffened panels under axial compression
- Structural reliability analysis for implicit performance function using radial basis function network
- A Probabilistic and Interval Hybrid Reliability Analysis Method for Structures with Correlated Uncertain Parameters
- Structural reliability under combined random load sequences
- Remarks on a Multivariate Transformation
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