Title of article
ENHANCING WEIGHTED UNIFORM SIMULATION FOR STRUCTURAL RELIABILITY ANALYSIS
Author/Authors
Ghohani Arab, H. university of sistan and baluchestan - Department of Civil Engineering, زاهدان, ايران , Ghasemi, M.R. university of sistan and baluchestan - Department of Civil Engineering, زاهدان, ايران , Rashki, M. university of sistan and baluchestan - Department of Civil Engineering, زاهدان, ايران , Miri, M. university of sistan and baluchestan - Department of Civil Engineering, زاهدان, ايران
From page
635
To page
651
Abstract
Weighted Uniform Simulation (WUS) is recently presented as one of the efficient simulation methods to obtain structural failure probability and most probable point (MPP). This method requires initial assumptions of failure probability to obtain results. Besides, it has the problem of variation in results when it conducted with few samples. In the present study three strategies have been presented that efficiently enhanced capabilities of WUS. To this aim, a progressively expanding intervals strategy proposed to eliminate the requirement to initial assumptions in WUS, while low-discrepancy samples simultaneously employed to reduce variations in failure probabilities. Moreover, to improve the accuracy of MPP, a new simple local search method proposed and combined with the simulation that strengthened the method to obtain more accurate MPP. The capabilities of proposed strategies investigated by solving several structural reliability problems and obtained results compared with traditional WUS and common reliability methods. Results show that proposed strategies efficiently improved the capabilities of conventional WUS.
Keywords
Weighted uniform simulation , Failure probability , Low discrepancy samples , Expanding interval strategy , Most probable point , Local search
Journal title
International Journal of Optimization in Civil Engineering
Journal title
International Journal of Optimization in Civil Engineering
Record number
2566587
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