High-order limit state functions in the response surface method for structural reliability analysisHenri P. Gavin, Siu Chung Yau2007-01-18articleStructural Safety273 citationsclosedNo readable copy stored yet — this record is metadata only.Probabilistic and Robust Engineering DesignReliability and Maintenance OptimizationGeotechnical Engineering and AnalysisAbstractNo abstract was published for this record.Citations in this libraryStored only when both papers are in the corpus — 273 citations exist upstream.References1996Response Surface Methodology: Process and Product Optimization Using Designed Experiments2017Structural Reliability Analysis and Prediction1976Method for Random Vibration of Hysteretic Systems1997Response Surfaces: Designs and Analyses1990A fast and efficient response surface approach for structural reliability problems1982Structural Reliability Theory and Its Applications1993A new look at the response surface approach for reliability analysis1989Response‐Surface Approach for Reliability AnalysisCited by2020Adaptive approaches in metamodel-based reliability analysis: A review2016Reliability analysis of structures by iterative improved response surface method2011An improvement of the response surface method2019AKOIS: An adaptive Kriging oriented importance sampling method for structural system reliability analysis2011Hybrid probabilistic interval analysis of bar structures with uncertainty using a mixed perturbation Monte-Carlo method2017A Wavelet Support Vector Machine‐Based Neural Network Metamodel for Structural Reliability Assessment2008High‐dimensional model representation for structural reliability analysis2018A dimension-wise method and its improvement for multidisciplinary interval uncertainty analysis