An Efficient Method for Structural Reliability Analysis

Liu Ying

doi:10.4028/www.scientific.net/AMM.204-208.3044

Paper Titles

Experimental Study on Deposition Promotion and Erosion Control for Pit Collapse
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Stability Analysis of a Reinforced Soil Slope Based on the Strength Reduction Method
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Treatment Technology for Embankment Landslide Caused by Expansive Soil Foundation Instability
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Finite Element Analysis of the Corrosion Prestressed Concrete Beam
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An Efficient Method for Structural Reliability Analysis
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Experimental Research on the Stability of Spatial Lattice Shell
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Analysis of Properties of Reinforcing Steel Bars: Case Study of Collapsed Building in Lagos, Nigeria
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Basic Discussing on Constructive Faults of Mortar Masonry Retaining Wall and Their Prevention Measures
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Stability of Cable-Arch Structure
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208An Efficient Method for Structural Reliability...

An Efficient Method for Structural Reliability Analysis

Abstract:

An efficient reliability analysis method has been proposed in the paper, which based on stochastic response surface method. The key advantage of the stochastic response surface method is that the collocation points are selected for minimizing the mean square error, and from high probability regions, thus leading to fewer function evaluations for high accuracy. Compared with Monte Carlo method, the proposed technique can be more efficiency while achieve comparative accuracy.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

3044-3047

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.3044

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Online since:

October 2012

Authors:

Liu Ying*

Keywords:

Limit State Function, Random Variables, Reliability

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* - Corresponding Author

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